WQM Plan to identify key causes of water quality degradation
10.30 WQM Plan to identify key causes of water quality degradation
The WQM Plan must identify the causes, or likely causes, of water quality degradation in the water resource plan area having regard to the key causes of water quality degradation identified in Part 2 of Chapter 9 and set out in Schedule 10.
10.31 Measures addressing risks arising from water quality degradation
If a risk of a kind mentioned in paragraph 10.41(2)(d) has been identified in relation to the water resources of the water resource plan area, the WQM Plan must explain why measures addressing the risk have or have not been included in the water resource plan.
10.32 WQM Plan to identify water quality target values
The WQM Plan must identify the water quality target values for the water resource plan area.
The water quality target values are the following:
for fresh water‑dependent ecosystems—the applicable target values referred to in section 9.16;
for irrigation water—the target values for water quality characteristics set out in section 9.17;
for water used for recreational purposes—the values set out in section 9.18.
The ADWG sets out standards for the quality of raw water for treatment for human consumption.
However, if the objectively determined actual value of a water quality characteristic at a site is better than the target value identified in subsection (2), then the target value is that better value.
See the objective in section 9.08.
The WQM Plan may specify an alternative water quality target value if:
it is consistent with the water quality objectives in Part 3 of Chapter 9; and
it is determined in accordance with the procedures set out in the ANZECC Guidelines; and
either:
the alternative target value provides a better level of protection than the value that would apply under subsection (2) or (3), as applicable; or
the WQM Plan sets out reasons why the alternative target value will be as effective in achieving the objectives in Part 3 of Chapter 9; or
the WQM Plan sets out reasons why the target value in subsection (2) or (3), as applicable, is inappropriate for the water resource plan area; and
for a water resource that is also covered by a water resource plan area of another Basin State—it is developed in consultation with that State.
10.33 WQM Plan to identify measures
The WQM Plan must specify measures to be undertaken in or in relation to the water resources of the water resource plan area that contribute to the achievement of the objectives set out in:
section 9.04 (Objectives of water‑dependent ecosystems); and
section 9.05 (Objectives for raw water for treatment for human consumption); and
section 9.06 (Objective for irrigation water); and
section 9.07 (Objective for recreational water quality); and
section 9.08 (Objective to maintain good levels of water quality);
unless there are no such measures that can be undertaken cost‑effectively.
The measures must be prepared having regard to:
the causes, or likely causes, of water quality degradation identified in accordance with section 10.30; and
target values identified in accordance with section 10.32; and
the targets in Division 4 of Part 4 of Chapter 9.
The measures may include land management measures.
Chapter 9 contains both water quality objectives and water quality targets. A WQM Plan must specify measures that contribute to the achievement of the objectives. The targets are relevant only to the extent that subsection (2) requires that the measures be prepared having regard to the targets. This section does not require a WQM Plan to set out measures designed to achieve the targets.
See also subsections 22(9) to (12) of the Act.
10.34 WQM Plan to identify locations of targets for irrigation water
The WQM Plan must identify the sites in the water resource plan area at which the target values for irrigation water apply.
10.35 Impact of WQM Plan on another Basin State
The measures specified in the WQM Plan must be developed having regard to:
the impact those measures (including the absence of adequate measures) may have on the ability of another Basin State to meet water quality targets; and
any adverse impacts those measures may have on Basin water resources in the other Basin State.
See also the consultation requirement in subsection 63(2) of the Act.
Division 3—Groundwater
10.35A WQM Plan to identify key causes of water quality degradation
The WQM Plan must identify the causes, or likely causes, of water quality degradation in the water resource plan area having regard to the key causes of water quality degradation identified in Part 2 of Chapter 9 and set out in Schedule 10.
10.35B WQM Plan to identify water quality target values
The WQM Plan must identify the water quality target values for the water resource plan area.
The water quality target values are the following:
for fresh water‑dependent ecosystems—the applicable target values referred to in section 9.16;
for irrigation water—the target values for water quality characteristics set out in section 9.17;
for water used for recreational purposes—the values set out in section 9.18.
However, the WQM Plan may specify alternative water quality target values if they are consistent with the water quality objectives in Part 3 of Chapter 9.
10.35C Consideration to be given to rules or measures
In preparing the WQM Plan, regard must be had to whether it is desirable for it to include rules or measures that support the maintenance of water quality within groundwater SDL resource units against the effects of elevated levels of salinity and other types of water quality degradation, taking into account the causes, or likely causes, of water quality degradation identified under section 10.35A and the water quality target values identified under section 10.35B.
Without limiting subsection (1), regard must be had to whether it is desirable for the WQM Plan to include rules or measures that specify:
the times, places and rates at which water is permitted to be taken from a groundwater SDL resource unit; and
resource condition limits, being limits beyond which the taking of groundwater from the groundwater SDL resource unit will result in an elevated level of salinity or another type of water quality degradation; and
restrictions on the water permitted to be taken (including the times, places and rates at which water may be taken) in order to prevent a resource condition limit from being exceeded; and
a requirement to establish and maintain a register which identifies the sites of bores used to monitor salinity or other water quality characteristics in the groundwater SDL resource unit.
If the outcome of the requirement in subsection (1) is that such rules or measures are desirable, the WQM Plan must include those rules or measures, or explain why they have not been included.
10.35D Additional requirement for Western Porous Rock, Gunnedah‑Oxley Basin MDB, Sydney Basin MDB and Goulburn‑Murray: Sedimentary Plain SDL resource units
The WQM Plan for the following water resource plan areas must include rules or measures that are designed to ensure that the objective set out in section 10.35C is met:
the NSW Murray‑Darling Basin Porous Rock water resource plan area, in relation to the Western Porous Rock, Gunnedah‑Oxley Basin MDB and Sydney Basin MDB SDL resource units;
the Goulburn‑Murray water resource plan area, in relation to the Goulburn‑Murray: Sedimentary Plain SDL resource unit.
The objective set out in section 10.35C is that water quality within a groundwater SDL resource unit is maintained against the effects of elevated levels of salinity and other types of water quality degradation.
Part 8—Trade of water access rights
10.36 Application of Part
This Part does not apply to water access rights of a kind that are not able to be traded under State water management law.
10.37 Circumstances in which conditions in section 12.24 are met
A water resource plan must set out the circumstances in which trade between 2 locations within a groundwater SDL resource unit is permitted. In setting out the circumstances, a water resource plan must ensure that each condition set out in section 12.24 will be met in relation to the proposed trade.
If the water resource plan applies a conversion rate to meet the condition in paragraph 12.24(d), the water resource plan must either:
specify the conversion rate; or
set out the way in which the conversion rate will be determined from time to time and made generally available.
10.38 Circumstances in which conditions in section 12.25 are met
A water resource plan must set out the circumstances in which trade between 2 groundwater SDL resource units is permitted. In setting out the circumstances, a water resource plan must ensure that each condition set out in section 12.25 will be met in relation to proposed trade.
If the water resource plan applies a conversion rate to meet the condition in paragraph 12.25(e), the water resource plan must either:
specify the conversion rate; or
set out the way in which the conversion rate will be determined from time to time and made generally available.
10.39 Circumstances in which conditions in section 12.26 are met
A water resource plan must set out the circumstances in which trade between a groundwater SDL resource unit and a surface water SDL resource unit is permitted. In setting out the circumstances, a water resource plan must ensure that each condition set out in section 12.26 will be met in relation to proposed trade.
If the water resource plan applies a conversion rate to meet the condition in paragraph 12.26(e), the water resource plan must either:
specify the conversion rate; or
set out the way in which the conversion rate will be determined from time to time and made generally available.
Part 9—Approaches to addressing risks to water resources
10.40 Definitions
In this Part:
risk means a risk listed in a water resource plan in accordance with subsection 10.41(4).
level of risk has the meaning given in AS/NZS ISO 31000:2009 Risk Management—Principles and Guidelines.
10.41 Risk identification and assessment methodology
A water resource plan must be prepared having regard to current and future risks to the condition and continued availability of the water resources of the water resource plan area.
Without limiting subsection (1), the risks include (where applicable):
risks to the capacity to meet environmental watering requirements; and
risks arising from the matters referred to in subsection 10.20(1); and
risks arising from potential interception activities; and
risks arising from elevated levels of salinity or other types of water quality degradation.
In identifying risks for the purposes of subsection (1), regard must be had to:
risks identified in section 4.02; and
any guidelines published by the Authority in relation to risk identification and risk assessment.
The water resource plan must list the risks identified for the purposes of subsection (1).
The water resource plan must assess each risk.
The water resource plan must define the level of risk of each risk, using the following categories:
low;
medium;
high;
if it is considered appropriate, any additional category.
The water resource plan must describe the data and methods used to identify and assess the risks.
The water resource plan must describe any quantified uncertainties in the level of risk attributed to each risk, including the results of any sensitivity analysis.
10.42 Description of risks
A water resource plan must describe:
each risk which is defined in accordance with subsection 10.41(6) as having a medium or higher level of risk; and
factors that contribute to those risks.
10.43 Strategies for addressing risks
If a water resource plan defines a risk in accordance with subsection 10.41(6) as having a medium or higher level of risk, the water resource plan must either:
describe a strategy for the management of the water resources of the water resource plan area to address the risk in a manner commensurate with the level of risk; or
explain why the risk cannot be addressed by the water resource plan in a manner commensurate with the level of risk.
If the water resource plan identifies a risk which relates to a matter dealt with by a requirement in another Part of this Chapter, the strategy must take account of that requirement.
A water resource plan must be prepared having regard to:
the strategies listed in subsection 4.03(3); and
any guidelines published by the Authority in accordance with section 4.04.
The Authority may publish guidelines in accordance with section 4.04 in relation to the implementation of strategies to manage or address risks identified in section 4.02.
Part 10—Measuring and monitoring
10.44 Information relating to measuring take—water access rights
A water resource plan must include the following information in relation to each class of water access right relating to the water resources of the water resource plan area:
the best estimate of the total long‑term annual average quantity of water taken that is measured;
the best estimate of the total long‑term annual average quantity of water taken that is not measured;
how the quantities under paragraphs (a) and (b) were calculated;
the proportion of the quantity referred to in paragraph (a) that is measured in accordance with standards for measuring agreed by the Basin States and the Commonwealth.
10.45 Supporting measuring
A water resource plan must specify measures for maintaining and, if practicable, improving:
the proportion of take that is measured in the water resource plan area; and
the standard to which take is measured.
The water resource plan must specify the timeframe for implementing the measures.
10.46 Monitoring water resources
A water resource plan must specify the monitoring of the water resources of the water resource plan area that will be done to enable the Basin State to fulfil its reporting obligations under section 13.14.
Nothing in this section limits the capacity of the Basin State to conduct other monitoring of the water resources of a water resource plan area.
Part 11—Reviews of water resource plans
10.47 Review of water resource plans
A water resource plan must require that if a review of the plan (or a part of the plan) is undertaken, the report of the review must be given to the Authority within 30 days after the report is completed.
10.47A Additional requirements for Western Porous Rock, Gunnedah‑Oxley Basin MDB, Sydney Basin MDB and Goulburn‑Murray: Sedimentary Plain SDL resource units
If a review of the relevant water resource plan in relation to any of the Western Porous Rock, Gunnedah‑Oxley Basin MDB, Sydney Basin MDB or Goulburn‑Murray: Sedimentary Plain SDL resource units is undertaken, the review must assess:
the effectiveness of the implementation of the rules of the water resource plan; and
the extent to which the rules achieve the objectives mentioned in sections 10.21 and 10.35C.
10.48 Amendment of water resource plan
A water resource plan must require a Basin State that proposes an amendment to the plan arising from a review to give the reasons for the amendment to the Authority.
See also section 65 of the Act.
Part 12—Information used to prepare water resource plan
10.49 Best available information
A water resource plan must be based on the best available information.
The water resource plan must identify and describe the significant sources of information on which the water resource plan is based.
10.50 Methods used to develop water resource plan
A water resource plan must identify any significant method, model or tool that has been used to develop the water resource plan.
Part 13—Extreme events
10.51 Measures in response to extreme events
A water resource plan must describe how the water resources of the water resource plan area will be managed during the following types of events:
an extreme dry period;
a water quality event of an intensity, magnitude and duration that is sufficient to render water acutely toxic or unusable for established local uses and values;
any type of event that has resulted in the suspension of a statutory regional water plan in the past 50 years (including a transitional water resource plan or interim water resource plan).
If an event of a type listed in subsection (1) would compromise a Basin State’s ability to meet critical human water needs in the water resource plan area, the water resource plan must set out measures to meet critical human water needs during such an event.
The water resource plan must provide that, if new scientific information suggests a change in the likelihood of an event of a type listed in subsection (1) occurring (for example, due to climate change), consideration must be given to whether, as a result of this new information, the water resources should be managed differently.
Part 14—Indigenous values and uses
If a water resource plan is prepared by a Basin State, it is expected that the Authority will consult with relevant Indigenous organisations in relation to whether the requirements of this Part have been met, for the purposes of paragraph 63(3)(b) of the Act.
10.52 Objectives and outcomes based on Indigenous values and uses
A water resource plan must identify:
the objectives of Indigenous people in relation to managing the water resources of the water resource plan area; and
the outcomes for the management of the water resources of the water resource plan area that are desired by Indigenous people.
In identifying the matters set out in subsection (1), regard must be had to:
the social, spiritual and cultural values of Indigenous people that relate to the water resources of the water resource plan area (Indigenous values); and
the social, spiritual and cultural uses of the water resources of the water resource plan area by Indigenous people (Indigenous uses);
as determined through consultation with relevant Indigenous organisations, including (where appropriate) the Murray Lower Darling Rivers Indigenous Nations and the Northern Murray‑Darling Basin Aboriginal Nations.
A person or body preparing a water resource plan may identify opportunities to strengthen the protection of Indigenous values and Indigenous uses in accordance with the objectives and outcomes identified under subsection (1), in which case the opportunities must be specified in the water resource plan.
10.53 Consultation and preparation of water resource plan
A water resource plan must be prepared having regard to the views of relevant Indigenous organisations with respect to the matters identified under section 10.52 and the following matters:
native title rights, native title claims and Indigenous Land Use Agreements provided for by the Native Title Act 1993 in relation to the water resources of the water resource plan area;
registered Aboriginal heritage relating to the water resources of the water resource plan area;
inclusion of Indigenous representation in the preparation and implementation of the plan;
Indigenous social, cultural, spiritual and customary objectives, and strategies for achieving these objectives;
encouragement of active and informed participation of Indigenous people;
risks to Indigenous values and Indigenous uses arising from the use and management of the water resources of the water resource plan area.
For examples of the principles that may be applied in relation to the participation of Indigenous people, see the document titled ‘MLDRIN and NBAN Principles of Indigenous Engagement in the Murray‑Darling Basin’.
In this section, registered Aboriginal heritage means Aboriginal heritage registered or listed under a law of a Basin State or the Commonwealth that deals with the registration or listing of Aboriginal heritage (regardless of whether the law deals with the listing of other heritage).
10.54 Cultural flows
A water resource plan must be prepared having regard to the views of Indigenous people with respect to cultural flows.
10.55 Retention of current protection
A water resource plan must provide at least the same level of protection of Indigenous values and Indigenous uses as provided in:
a transitional water resource plan for the water resource plan area; or
an interim water resource plan for the water resource plan area.
Chapter 11—Critical human water needs
See subsection 86A(2) of the Act for the meaning of critical human water needs.
Part 1—Preliminary
11.01 Simplified outline
This section sets out a simplified outline of this Chapter.
This Chapter sets out the following matters in relation to critical human water needs (sections 86B, 86C, 86D and 86E of the Act):
the amount of water required to meet critical human water needs, and the water quality and salinity trigger points (Part 2);
monitoring, assessment and risk management relating to critical human water needs (Part 3);
matters in relation to Tier 2 water sharing arrangements (Part 4);
matters in relation to Tier 3 water sharing arrangements (Part 5).
11.02 Definitions
In this Chapter:
water accounting period means a period of 12 months beginning on 1 June of any year.
water quality characteristic means a water quality characteristic, within the meaning of the ADWG, for which the ADWG sets out a health‑related guideline value.
Part 2—Water required to meet critical human water needs
11.03 Amount of water required to meet critical human water needs (Act paragraph 86B(1)(a))
For each Basin State that is a referring State (other than Queensland) the amount of water required to meet the critical human water needs of the communities in the State that are dependent on the waters of the River Murray System is:
New South Wales—61 GL per water accounting period;
Victoria—77 GL per water accounting period;
South Australia—204 GL per water accounting period.
11.04 Conveyance water required to deliver water for critical human water needs (Act paragraph 86B(1)(b))
The amount of conveyance water required to deliver the water referred to in section 11.03 is 1,596 GL per water accounting period.
The amount specified in this section is based on observed losses from the major storages and the River Murray upstream of the South Australian border during years of low water availability. The amount specified in this section also includes the amount specified in clause 88(b) of the Agreement.
See subsection 86A(4) of the Act for the meaning of conveyance water.
11.05 Water quality and salinity trigger points (Act paragraph 86B(1)(c))
This section specifies water quality trigger points and salinity trigger points at which water in the River Murray System becomes unsuitable for meeting critical human water needs.
Section 86F of the Act provides for emergency responses when a water quality trigger point or a salinity trigger point specified in this Part is reached.
Salinity trigger points
A salinity trigger point is reached if a member of the Basin Officials Committee advises the Authority that:
a water supply authority has taken raw water from the River Murray System, at any site at or upstream from Wellington, for the purpose of treatment and supply for human consumption; and
the level of salinity in that water is 1,400 EC (µS/cm) or greater.
Water quality trigger points
A water quality trigger point is reached if a member of the Basin Officials Committee advises the Authority that:
a water supply authority has taken raw water from the River Murray System, at any site at or upstream from Wellington, for the purpose of treatment and supply for human consumption; and
the level of a water quality characteristic of the water makes it impracticable for the water supply authority to treat the water so that it meets the relevant guideline values set out in the ADWG; and
it is expected that it will continue to be impracticable to treat the water so that it meets the relevant guideline values set out in the ADWG.
Part 3—Monitoring, assessment and risk management
For the purposes of paragraph 86C(1)(a) of the Act, arrangements for monitoring matters that are relevant to critical human water needs are dealt with in Chapter 13.
11.06 Process for assessing inflow prediction (Act paragraph 86C(1)(b))
River Murray System
The process by which the Authority must assess inflow prediction for the River Murray System involves:
monitoring the volume of inflow; and
having regard to the best available information about likely inflow, including:
tributary inflow estimates provided by the Basin States; and
information about daily, monthly and seasonal rainfall, temperature and climate; and
regularly reviewing trends in climate and inflow patterns.
Snowy water licence
The processes by which the Authority must assess inflow prediction, in relation to works that are under the control of the body that is entitled, under the Snowy Hydro Corporatisation Act 1997 of New South Wales, to the Snowy water licence within the meaning of that Act, are set out in Part III of Schedule F to the Agreement.
Inflow prediction
The Authority must use the processes set out in subsections (1) and (2) to prepare a range of predictions of possible inflow into the River Murray System.
11.07 Process for managing risks to critical human water needs associated with inflow prediction (Act paragraph 86C(1)(b))
The Authority must manage the risks to critical human water needs in the River Murray System associated with inflow prediction in accordance with this section.
Based on the inflow predictions and other information mentioned in section 11.06 and the forecasts of water quality mentioned in paragraph 11.08(1)(e), the Authority must identify risk factors and assess the risks of the following events:
the full amount of the amount of conveyance water specified in section 11.04 will not be available;
the full amount of water to be reserved under subsection 11.12(2) will not be available;
water quality and salinity trigger points under section 11.05 will be reached.
If the Authority’s assessment of inflow prediction indicates that advances under clause 102C of, or Schedule H to, the Agreement may be required in a water accounting period, the Authority must identify and assess the risks to critical human water needs associated with such advances.
The Authority must manage the risks to critical human water needs associated with inflow prediction by managing the operation of the River Murray System in accordance with the Agreement having regard to:
the efficient and effective operation of the River Murray System; and
the need to operate the River Murray System so as to ensure that there is water in the system that is of a suitable quality to meet critical human water needs; and
the water quality and salinity trigger points under section 11.05; and
the need to undertake water resource assessments, including worst case planning water resource assessments; and
the Authority’s obligations under clause 50 of the Agreement; and
the need to set aside, and draw upon, a conveyance reserve in accordance with Division 2 of Part 4 of this Chapter; and
the need to operate the River Murray System in co‑ordination with the operation of:
works that are under the control of the body that is entitled, under the Snowy Hydro Corporatisation Act 1997 of New South Wales, to the Snowy water licence within the meaning of that Act; and
tributaries of the River Murray System, in particular the operation of the Goulburn River in Victoria and the Murrumbidgee River in New South Wales; and
the Menindee Lakes Storage when it is under the control of New South Wales.
11.08 Risk management approach for inter‑annual planning (Act paragraph 86C(1)(c))
The Authority’s risk management approach for inter‑annual planning relating to arrangements for critical human water needs must be based on:
the reserves policy specified in Division 2 of Part 4; and
the inflow predictions and other information mentioned in section 11.06; and
the risk assessments made, the risk management approaches and measures adopted, and the information gathered under section 11.07; and
the efficient operation of the River Murray System in accordance with the Agreement and the ‘Objectives and Outcomes’ document prepared under clause 31 of the Agreement; and
monitoring and forecasting of water quality in the River Murray System and communication between the Authority, Basin States and private providers of data about water quality.
The Authority must have regard to:
water resource assessments; and
accounts kept by the Authority in accordance with Subdivision D of Division 1 of Part XII of the Agreement;
when making decisions about:
the volume of water to be made available to the Basin States, in a particular year; and
whether water is set aside in the conveyance reserve for future years.
Part XII of the Agreement will also apply to the Authority in making such decisions.
A Basin State must have regard to advice from the Authority regarding the volume of water to be made available to it in a particular year, when making decisions about whether water is made available for uses other than meeting critical human water needs.
When Tier 3 water sharing arrangements apply, the Ministerial Council must have regard to the water accounts and water resource assessments when making decisions about:
whether water is made available, in a particular year, for uses other than meeting critical human water needs; and
whether water is set aside in the conveyance reserve for future years.
Part 5 of this Chapter deals with when Tier 3 water sharing arrangements commence and when they cease to apply.
Part 4—Tier 2 water sharing arrangements
See Division 2 of Part XII of the Agreement for Tier 2 water sharing arrangements.
Division 1—When Tier 2 water sharing arrangements apply
11.09 Commencement of Tier 2 water sharing arrangements (Act paragraph 86D(1)(a))
If the Authority is satisfied that either subsection (2) or subsection (3) applies, it may, by a notice published on its website:
declare which of the subsections applies; and
declare that Tier 1 water sharing arrangements cease, and Tier 2 water sharing arrangements enter into effect from the date specified in the notice.
See Division 1 of Part XII of the Agreement for Tier 1 water sharing arrangements.
Tier 2 water sharing arrangements can also commence under subsection 11.16(1) if Tier 3 arrangements cease to apply.
Insufficient water to provide conveyance water in current water accounting period
This subsection applies if at any time between the first day in June and the last day in August of the same water accounting period, the worst case planning water resource assessment indicates that the balance of the amount of conveyance water specified in section 11.04 cannot be supplied for the remainder of that water accounting period.
Insufficient water to set aside conveyance reserve for next water accounting period
This subsection applies if at any time between the first day in September and the last day in May of the same water accounting period, the worst case planning water resource assessment indicates that the amount of water required to be reserved under subsection 11.12(2) cannot be set aside by the end of that water accounting period.
In deciding whether subsection (2) or subsection (3) applies, no advances under clause 102C of the Agreement are to be taken into account.
11.10 Cessation of Tier 2 water sharing arrangements (Act paragraph 86D(1)(b))
If Tier 2 water sharing arrangements are in effect, but the Authority is satisfied that subsection (2) applies, it may, by a notice published on its website:
declare that the subsection applies; and
declare that Tier 2 water sharing arrangements cease, and Tier 1 water sharing arrangements enter into effect, on the date specified in the notice.
This subsection applies if:
no measures taken under the Tier 2 and 3 water sharing arrangements in Schedule H to the Agreement are in effect, and in particular:
any advances under clause 7 of that Schedule have been acquitted; and
there is no plan of action in place under clause 8 of the Schedule; and
there is no remedial action outstanding under clause 10 of the Schedule; and
the worst case planning water resource assessment indicates that:
the balance of the amount of conveyance water specified in section 11.04 can be supplied for the remainder of the current water accounting period; and
the amount of water specified in subsection 11.12(2) can be set aside by the end of the current water accounting period; and
the Basin Officials Committee has not determined that an advance is required in the current water accounting period.
Division 2—Tier 2 reserves policy
11.11 Reserves policy (Act paragraph 86D(1)(c))
This Division specifies the reserves policy that applies for periods during which Tier 2 water sharing arrangements apply.
11.12 Meeting the annual shortfall in conveyance water
For subsection 86D(2) of the Act, the shortfall in conveyance water is 620 GL in each year.
The amount is based on the conveyance water amount set in section 11.04 and a minimum historical inflow of 980 GL. The Authority may, under Subdivision F of Division 1 of Part 2 of the Act, prepare an amendment to this provision if the Ministerial Council approves another amount.
For subparagraph 86D(1)(c)(i) of the Act, the annual volume of water required to be reserved by the end of a water accounting period to meet the shortfall in conveyance water is 225 GL.
The amount is based on hydrological modelling. The Authority may, under Subdivision F of Division 1 of Part 2 of the Act, prepare an amendment to this provision if the Ministerial Council approves another amount based on different models or modelling assumptions.
For subparagraph 86D(1)(c)(ii) of the Act, the volume of water specified in subsection (2) must not vary between years.
For subparagraph 102D(2)(a)(ii) of the Agreement, the volume determined in accordance with the Basin Plan is the volume of water specified in subsection (2).
While the volume of water specified in subsection 11.12(2) does not vary between years, the volume of water in the conveyance reserve may vary from time to time, owing to the use of the conveyance reserve in accordance with this Part and changes in applicable water sharing arrangements. See section 11.13.
The volume of water specified in subsection 11.12(1) has been determined by the Authority in accordance with subsection 86D(2) of the Act on the basis of the minimum inflow sequence to the River Murray System (used by the Authority for planning purposes) including minimum inflows from the Murrumbidgee, Darling and Goulburn Rivers.
11.13 Application of the conveyance reserve provisions of the Agreement
For paragraph 86D(1)(c) of the Act, the arrangements that are to apply to ensure that the volume of water specified in subsection 11.12(2) will be reserved and provided are set out in clause 102D of the Agreement and Schedule H to the Agreement.
11.14 Arrangements for carrying water over in storage
South Australia has the rights provided for in clauses 91 and 130 of the Agreement to store its entitlement to water.
Without limiting the operation of Part XII of the Agreement, New South Wales and Victoria have the right to carry over water in storage described in paragraph 135(14)(a) of the Agreement.
New South Wales, Victoria and South Australia are each responsible for meeting the critical human water needs of that State and for deciding how water from their respective water share is used.
Part 5—Tier 3 water sharing arrangements
See Division 3 of Part XII of the Agreement for Tier 3 water sharing arrangements.
11.15 Commencement of Tier 3 water sharing arrangements (Act paragraph 86E(1)(a))
If the Authority is satisfied that either subsection (2) or subsection (3) applies, it may, by a notice published on its website:
declare which of the subsections applies; and
declare that Tier 1 or Tier 2 water sharing arrangements cease, and Tier 3 water sharing arrangements enter into effect, on the date specified in the notice.
This subsection applies if, in either:
circumstances of extreme and unprecedented low levels of water availability in the River Murray System; or
circumstances in which there is an extremely high risk that water will not be available in the River Murray System to meet critical human water needs in the next 12 months;
either of the following paragraphs applies:
the worst case planning water resource assessment indicates that at least one of the amounts of water specified in section 11.03 cannot be supplied by the end of the current water accounting period; or
the worst case planning water resource assessment indicates that the amount of water specified in section 11.04 cannot be supplied by the end of the current water accounting period, taking into account the use of any advances under clause 102C of the Agreement and the use of any remedial action undertaken in accordance with clause 10 of Schedule H to the Agreement.
This subsection applies if, in circumstances of extreme and unprecedented poor water quality in the water available in the River Murray System to meet critical human water needs, a water quality or salinity trigger point specified in subsection 11.05(2) or (3) is reached.
If Tier 1 water sharing arrangements cease in accordance with paragraph (1)(b), Tier 2 water sharing arrangements are:
taken to have entered into effect immediately upon the cessation of Tier 1 water sharing arrangements; and
taken to have ceased immediately afterwards.
11.16 Cessation of Tier 3 water sharing arrangements (Act paragraph 86E(1)(b))
If Tier 3 water sharing arrangements are in place, but the Authority is satisfied that subsections (3) and (4) apply, it may, by a notice published on its website:
declare that both the subsections apply; and
declare that Tier 3 water sharing arrangements cease, and Tier 2 water sharing arrangements enter into effect, on the date specified in the notice.
If the Authority is satisfied that subsections (3) and (4) apply and also that subsection 11.10(2) is satisfied, it may, by a notice published on its website:
declare that all the subsections apply; and
declare that Tier 3 water sharing arrangements cease to have effect, and Tier 1 water sharing arrangements enter into effect, on the date specified in the notice.
This subsection applies if the worst case planning water resource assessment indicates that:
the amounts of water specified in section 11.03 can be supplied by the end of the current water accounting period; and
the amount of conveyance water specified in section 11.04 can be supplied by the end of the current water accounting period, taking into account the use of any advances under clause 102C of the Agreement and the use of any remedial action undertaken in accordance with clause 10 of Schedule H to the Agreement.
This subsection applies if:
raw water has been taken by a water supply authority in accordance with paragraph 11.05(2)(a) and the level of salinity in that water is less than 1,400 EC (µS/cm); and
raw water has been taken by a water supply authority in accordance with paragraph 11.05(3)(a) and:
the levels of water quality characteristics of the water would make it practicable for the water supply authority to treat the water so that it meets the relevant guideline value set out in the ADWG; and
it is expected that it would continue to be practicable to treat the water so that it meets the relevant guideline values set out in the ADWG.
If Tier 1 water sharing arrangements enter into effect in accordance with subsection (2), Tier 2 water sharing arrangements are:
taken to have entered into effect immediately upon the cessation of Tier 3 water sharing arrangements; and
taken to have ceased immediately afterwards.
Chapter 12—Water trading rules
Part 1—Preliminary
12.01 Simplified outline
This section sets out a simplified outline of this Chapter.
This Chapter sets out the water trading rules (item 12 of the table in subsection 22(1) of the Act) which deal with the following:
restrictions on the trade of tradeable water rights (Part 2);
information which must be given by irrigation infrastructure operators in relation to water delivery rights and irrigation rights (Part 3);
disclosure obligations of approval authorities (Part 4);
information which must be made available by Basin States and irrigation infrastructure operators (Part 5).
12.02 Application of Chapter to certain water access rights
Chapter does not apply to non‑tradeable water access rights
This Chapter does not apply to water access rights of a kind that are not able to be traded under State water management law.
Certain provisions do not apply to trades conducted pursuant to inter‑governmental agreements
Sections 12.07, 12.08, 12.09 and 12.14 do not prevent the application of restrictions on a trade of a water access right if:
the restrictions satisfy subsection (3); and
the trade satisfies subsection (4).
For paragraph (2)(a), restrictions satisfy this subsection if they are imposed in furtherance of an agreement that:
is between the Commonwealth and a Basin State or between Basin States; and
relates to trades of held environmental water to, from or between places; and
is for the purpose of achieving one or more environmental outcomes.
For paragraph (2)(b), a trade satisfies this subsection if the trade is either:
of a kind that State water management law:
permits only for held environmental water; and
did not permit prior to the entry into an agreement of the kind referred to in subsection (3); or
part of a sequence of trades that:
is being conducted in furtherance of an agreement of a kind referred to in subsection (3); and
contains a trade of a kind referred to in paragraph (a).
Review of subsections (2) to (4)
The Authority must complete a review of the operation of subsections (2) to (4) by 1 July 2020.
In conducting the review, the Authority must obtain, and have regard to, the advice of the ACCC.
After conducting the review, the Authority might seek to amend the Basin Plan under Subdivision F of Division 1 of Part 2 of the Act.
12.03 Water delivery rights to which this Chapter applies
This Chapter applies to a water delivery right if:
the right is held against an irrigation infrastructure operator; and
the irrigation infrastructure operator is entitled to impose a fee upon the termination or surrender of that right, or services provided in relation to that right; and
the Water Charge (Termination Fees) Rules 2009 regulates any fee that might be imposed.
An irrigation infrastructure operator is required to calculate the termination fee in accordance with the Water Charge (Termination Fees) Rules 2009. These Rules also impose certain procedural requirements that must be met before a termination fee can be imposed.
In this Chapter, a reference to the trade, termination or surrender of a water delivery right includes a trade, termination or surrender of part or all of the entitlement to delivery under the water delivery right.
12.04 Reference to a trade to, from or between places
In this Chapter, a reference to the trade of a water access right to, from or between places (for example trading zones, locations, areas, resources or systems) is a reference to a trade which results in a change of location at which the water to which the right relates may be taken.
12.05 Recovery of loss or damage
A person who suffers loss or damage as a result of conduct of another person, other than an agency of a Basin State, that contravenes a section specified in the following table may recover the amount of the loss or damage by action against that other person.
Item | Section |
|---|---|
1 | 12.06 |
2 | 12.07 |
3 | 12.08 |
4 | 12.09 |
5 | 12.10 |
6 | 12.11 |
7 | 12.12 |
8 | 12.13 |
9 | 12.14 |
10 | 12.15 |
11 | 12.16 |
13 | 12.21 |
14 | 12.23 |
15 | 12.24 |
16 | 12.25 |
17 | 12.26 |
18 | 12.28 |
19 | 12.30 |
20 | 12.32 |
21 | 12.33 |
22 | 12.34 |
23 | 12.35 |
24 | 12.51 |
See subsection 26(5) of the Act.
Part 2—Restrictions on trade of tradeable water rights
Division 1—Trade of tradeable water rights
Subdivision A—All water resources—right to trade free of certain restrictions
12.06 Separate rights
A person may trade a water access right free of any condition as to the holding, buying, selling, obtaining, accepting or terminating of a separate location‑related right.
In this section:
location‑related right means any of the following:
water delivery right;
works approval;
water use approval.
12.07 Class of persons
A person may trade a water access right free of any restriction on the trade that relates to the person being, or not being, a member of a particular class of persons.
An example of a class of persons is ‘environmental water user’.
See also section 12.27.
12.08 Purpose for which water is used
A person may trade a water access right free of any restriction on the trade that relates to the purpose for which the water relating to that right has been, or will be, used.
This section does not apply to a water access right that is:
a stock right; or
a domestic right; or
a stock and domestic right.
This section does not apply to the trade of a water access entitlement designated for an urban water supply activity under State water management law.
12.09 Take and use of water after a trade
A person may take and use water under a water access right free of any restriction arising from the fact that the person acquired the water access right by way of trade.
12.10 Use outside Murray‑Darling Basin
A person may trade a water access right free of any restriction arising from the fact that water extracted under the right might be transported or used outside the Murray‑Darling Basin.
12.11 Trade of water allocation which has been carried over
A person may trade a water allocation free of any restriction arising from the fact that the water allocation was carried over from the previous water accounting period under a carryover arrangement.
Subsection (1) does not apply if:
a carryover announcement is required before the water allocation is permitted to be taken; and
no such announcement has been made.
12.12 Access to carryover for traded water access rights
A person may participate in a carryover arrangement in relation to a water access right free of any restriction arising from the fact that the person acquired the water access right by way of trade.
Despite subsection (1), if:
the trade of a water access right results in a change of the water resource to which the right relates; and
the carryover arrangement for the destination water resource is different from that of the origin water resource;
the carryover arrangement for the destination water resource may be applied to the water access right.
See sections 12.21 and 12.22.
12.13 Overallocation
A person may trade a water access right within a water resource free of any restriction based on the fact that a water resource is overallocated.
12.14 Level of use of water access right
A person may trade a water access right free of any restriction based on:
the historical level of use of the water access right; or
an anticipated increase in the use of the water access right.
Section 12.21 prohibits exchange rates being applied to trades within or between regulated systems.
Subsection (1) does not apply if:
the trade is between 2 places (whether or not ownership changes); and
there is a difference in the reliability or availability of water between the 2 places; and
the restriction is necessary in order to account for that difference.
12.15 Trade must not be made conditional on water delivery right
A person may trade a water access right or an irrigation right free of any condition that would require the person to hold, buy, sell, obtain, accept, terminate, or vary the volume or unit share of, a water delivery right.
Subdivision B—Additional rules relating to surface water
12.16 Free trade of surface water
A person may trade a water access right:
within a regulated system; or
between regulated systems; or
within an unregulated system;
free of any restriction on changing the location at which the water to which the right relates may be taken, and any restriction that is a volumetric limit, other than a restriction that:
is necessary because of a reason listed in subsection 12.18(1); and
is consistent with Subdivision A.
For this section, if the boundary between 2 unregulated systems is based solely on the border between 2 Basin States, this section applies as if the 2 unregulated systems were one unregulated system.
12.18 Restrictions allowable for physical or environmental reasons
A restriction of a type referred to in section 12.16 may be necessary because of:
the existence of a physical constraint; or
the need to address hydrologic connections and water supply considerations; or
the need to protect the needs of the environment; or
the level of hydraulic connectivity; or
a combination of any of the above.
In this section, hydrologic connections and water supply considerations, in relation to a water access right, means any of the following:
the amount of transmission loss that may be incurred through evaporation, seepage, or other means;
the potential impact, as a result of the trade of a water access right, on water availability in relation to a water access right held by a third party (other than an impact arising solely because of an increase in use of the traded water access right);
the ability to:
deliver water from the same storage from which it is currently delivered; or
adjust valley and state transfer accounts to facilitate trade, for example by way of a back trade.
See clause 3 of Schedule D to the Agreement for the meaning of valley account.
See clause 5 of the Murray‑Darling Basin Agreement (Adjusting Valley Accounts and State Transfer Accounts) Protocol 2010 for the meaning of state transfer account.
12.19 Basin States to notify the Inspector‑General of restrictions
If a Basin State decides to impose a restriction of a kind referred to in section 12.16, it must notify the Inspector‑General of the decision and the reasons for the decision.
The notification must be given:
if the restriction was in effect at the commencement of this Chapter—within 30 days after that commencement; or
otherwise—no later than the date of effect of the restriction.
12.20 Basin State may request the Inspector‑General to make declaration
The Inspector‑General must make a written declaration that a restriction of a kind referred to in section 12.16 is necessary because of a reason listed in subsection 12.18(1) if:
a Basin State requests the Inspector‑General to make that declaration; and
the Inspector‑General is satisfied that the restriction is in fact necessary because of a reason listed in subsection 12.18(1).
The Inspector‑General may consult other Basin States, the ACCC, and any other interested parties before making the declaration.
The Inspector‑General must publish the declaration, and the Inspector‑General’s reasons for being satisfied that the restriction is necessary, on the Inspector‑General’s website.
See section 25D of the Acts Interpretation Act 1901 for content required in a statement of reasons.
12.21 Exchange rates not to be used in a regulated system
A water access entitlement must not be traded in a regulated system or between regulated systems if an exchange rate is applied to the water access entitlement as a condition of the trade.
See section 12.22 for an exception to this section.
12.22 Inspector‑General may permit exchange rates in limited circumstances
Section 12.21 does not apply if:
the exchange rate is applied as a condition of the trade of a water access entitlement from one location (location A) to another (location B); and
the Inspector‑General has made a declaration under this section; and
the water access entitlement is to be traded between the 2 locations at the exchange rate specified in the declaration.
A Basin State may request the Inspector‑General to make a declaration under this section.
The Inspector‑General must make a written declaration permitting the application of a specified exchange rate to trades between 2 specified locations if:
the Inspector‑General is satisfied that the purpose of the exchange rate is to address transmission losses; or
the Inspector‑General is satisfied that:
the purpose of the exchange rate is to redress the impact of previous exchange rate trades from location B to location A; and
the total volume of water access entitlements to be traded from location A to location B using the exchange rate would not exceed the total volume of water access entitlements previously traded to location A from location B using exchange rates.
The Inspector‑General must publish the declaration on its website.
12.23 Restrictions on delivery of water under a tagged water access entitlement
If:
a restriction has effect on the trade of water allocations between 2 places, each of which is in a regulated system; and
a tagged water access entitlement exists in relation to those 2 places; and
an order for water is made under the tagged water access entitlement;
the order for water under the tagged water access entitlement is subject to the same restriction.
On and after the commencement of item 2 of Schedule 4 to the Water Amendment (Restoring Our Rivers) Act 2023, this section applies to a tagged water access entitlement whenever established.
For this section, a tagged water access entitlement is established once the tag has been approved by all relevant approval authorities.
In this section:
tagged water access entitlement means a water access entitlement:
which is registered on a water register in relation to one place; and
under which the water allocation is extracted in a different place (which is tagged on the register);
pursuant to an arrangement for water access entitlement tagging.
Subdivision C—Additional rules relating to groundwater
12.24 Trade within a groundwater SDL resource unit
The trade of a water access right between 2 locations within a groundwater SDL resource unit is prohibited, unless all the following conditions are met:
there is sufficient hydraulic connectivity between the 2 locations;
any resource condition limits in the SDL resource unit specified in a water resource plan will not be exceeded as a result of the trade;
either:
water access rights in the 2 locations have substantially similar characteristics of timing, reliability and volume; or
measures are in place to ensure that the water access right to be traded will maintain its characteristics of timing, reliability and volume;
measures are in place to address the impact, as a result of trade, on water availability in relation to a water access right held by a third party.
Section 10.37 sets out requirements for a water resource plan in relation to this section.
12.25 Trade between groundwater SDL resource units
The trade of a water access right between 2 groundwater SDL resource units is prohibited, unless all the following conditions are met:
there is sufficient hydraulic connectivity between the 2 units;
any resource condition limits in either unit specified in a water resource plan will not be exceeded as a result of the trade;
measures are in place to account for the trade;
either:
water access rights in the 2 units have substantially similar characteristics of timing, reliability and volume; or
measures are in place to ensure that the water access right to be traded will maintain its characteristics of timing, reliability and volume;
measures are in place to address the impact, as a result of trade, on water availability in relation to a water access right held by a third party.
Section 10.38 sets out requirements for a water resource plan in relation to this section.
12.26 Trade between groundwater and surface water
The trade of a water access right between a groundwater SDL resource unit and a surface water SDL resource unit is prohibited, unless all the following conditions are met:
there is sufficient hydraulic connectivity between the 2 units;
any resource condition limits in the groundwater SDL resource unit specified in a water resource plan will not be exceeded as a result of the trade;
measures are in place to account for the trade;
either:
water access rights in the 2 units have substantially similar characteristics of timing, reliability and volume; or
measures are in place to ensure that the water access right to be traded will maintain its characteristics of timing, reliability and volume;
measures are in place to address the impact, as a result of trade, on water availability in relation to a water access right held by a third party.
Section 10.39 sets out requirements for a water resource plan in relation to this section.
Subdivision D—Miscellaneous
12.27 Restrictions allowable for breaches of State water management law
Nothing in this Chapter is to be taken to have the effect that a person may trade a water access right free of a restriction imposed under State water management law because the person has:
committed an offence; or
failed to pay fees or charges.
See section 4 of the Act for the meaning of State water management law.
Division 2—Trade of water delivery rights
See section 4 of the Act for the meaning of irrigation infrastructure operator.
12.28 No unreasonable restriction of trade of water delivery rights
An irrigation infrastructure operator must not unreasonably restrict the trade of a water delivery right.
12.29 When restriction of trade is reasonable
For section 12.28, factors to be taken into account in deciding whether a restriction is reasonable include, but are not limited to, the following:
overall capacity in the irrigation infrastructure operator’s irrigation network;
capacity in the parts of the irrigation infrastructure operator’s irrigation network to which water would potentially be delivered under the traded water delivery right;
reconfiguration or decommissioning work in the parts of the irrigation infrastructure operator’s irrigation network to which water would potentially be delivered under the traded water delivery right;
connectivity between specific parts of the irrigation infrastructure operator’s irrigation network relevant to the proposed trade;
payment of fees or charges of the type described in paragraph 91(1)(a) of the Act;
the volume of a water delivery right reasonably required to irrigate a person’s property for both current and expected future water use;
the net costs to the irrigation infrastructure operator of assessing and giving effect to the trade of a water delivery right;
the provision of reasonable security to the irrigation infrastructure operator for the payment of fees or charges for access to the operator’s irrigation network by the person acquiring the water delivery right;
whether the proposed trade would result in the water delivery right being held by a person who does not own or occupy land in the area serviced by the irrigation infrastructure operator.
In this section:
reconfiguration or decommissioning work means activities whereby irrigation networks are closed, rationalised, or otherwise changed, in order to change their capacity or efficiency.
12.30 Irrigation infrastructure operator must give reasons for restricting trade of water delivery right
If an irrigation infrastructure operator decides to restrict the trade of a water delivery right within its irrigation network, it must notify each party to the trade in writing of the decision and the reasons for the decision.
See section 25D of the Acts Interpretation Act 1901 for content required in a statement of reasons.
The notification must be given as soon as practicable, but in any case within 30 days, after the decision is made.
Part 3—Information about water delivery rights and irrigation rights
Division 1—General
12.31 Object of this Part
The object of this Part is to facilitate the trade of water delivery rights and irrigation rights by making information about the rights available to the holders of those rights.
Division 2—Water delivery rights to be specified by irrigation infrastructure operators
See section 4 of the Act for the meaning of irrigation infrastructure operator.
12.32 Obligation on irrigation infrastructure operator to specify water delivery rights and give notice
An irrigation infrastructure operator must, for each person holding a water delivery right against it, decide:
the volume or unit share of the person’s water delivery right; and
the units applicable to the water delivery right; and
if the water delivery right relates to a specific part of the irrigation infrastructure operator’s irrigation network—the part of the irrigation network to which the water delivery right relates.
The units applicable to the water delivery right may be expressed, for example, as megalitres (ML), ML/time, percentage or fraction of available capacity.
The irrigation infrastructure operator must notify the person in writing of:
the decision and the reasons for the decision; and
See section 25D of the Acts Interpretation Act 1901 for content required in a statement of reasons.
the terms and conditions of the contract between the irrigation infrastructure operator and the person which are applicable to the water delivery right.
The notification must be given:
for a water delivery right in existence at the commencement of this Chapter—within 30 days after commencement; or
otherwise—as soon as practicable, but in any case within 30 days after the right comes into existence.
An irrigation infrastructure operator does not need to notify a person of a matter in accordance with this section if:
it has notified the person of the matter before commencement of this Chapter; and
the notice is accurate at the commencement of this Chapter.
12.33 Obligation on irrigation infrastructure operator to give notice if water delivery right is changed
If an irrigation infrastructure operator decides to change a person’s volume or unit share of water delivery right, it must notify the person in writing of the decision and the reasons for the decision.
See section 25D of the Acts Interpretation Act 1901 for content required in a statement of reasons.
The notification must be given as soon as practicable, but in any case within 30 days, after the decision is made.
An irrigation infrastructure operator does not need to notify a person of a matter in accordance with this section if the person’s volume or unit share of water delivery right changes only to reflect a trade or termination by the person.
Division 3—Irrigation rights to be specified by irrigation infrastructure operators
See section 4 of the Act for the meaning of irrigation infrastructure operator.
12.34 Obligation on irrigation infrastructure operator to specify irrigation rights and give notice
An irrigation infrastructure operator must, for each person who holds an irrigation right against it, decide the person’s entitlement to water under their irrigation right.
The entitlement must be expressed as either:
a number of megalitres; or
a unit share of the irrigation infrastructure operator’s water access entitlement.
The irrigation infrastructure operator must notify the person in writing of the decision and the reasons for the decision.
See section 25D of the Acts Interpretation Act 1901 for content required in a statement of reasons.
The notification must be given:
for an irrigation right in existence at the commencement of this Chapter—within 30 days after commencement; or
otherwise—as soon as practicable, but in any case within 30 days after the right comes into existence.
An irrigation infrastructure operator does not need to notify a person of a matter in accordance with this section if:
it has notified the person of the matter before the commencement of this Chapter; and
the notice is accurate at the commencement of this Chapter.
12.35 Obligation on irrigation infrastructure operator to give notice if irrigation right is changed
If an irrigation infrastructure operator decides to change a person’s entitlement to water under an irrigation right, it must notify the person in writing of the decision and the reasons for the decision.
See section 25D of the Acts Interpretation Act 1901 for content required in a statement of reasons.
The notification must be given as soon as practicable, but in any case within 30 days, after the decision is made.
An irrigation infrastructure operator does not need to notify a person of a matter in accordance with this section if the person’s entitlement to water under an irrigation right changes only to reflect a trade or transformation by the person.
Part 4—Approval processes for trade of water access rights
Division 1—General
12.36 Object of this Part
The object of this Part is to facilitate the trade of water access rights by making the approval processes involved in trade more open and transparent.
Division 2—Approval authority’s other activities
12.37 Approval authority must disclose interest before trade occurs
An approval authority must disclose to each party to a proposed trade submitted to it for approval:
the nature of any legal or equitable interest it, or a related party, has in a water access right which is the subject of the proposed trade; and
the nature of any commercial interest it, or a related party, has in the activities of any water market intermediary involved in the proposed trade.
The disclosure must be made:
as soon as practicable; and
before the approval authority approves or rejects the trade.
Subsection (1) does not apply if the interest arises solely from the fact that the approval authority is an agency of a Basin State.
An approval authority is taken to have satisfied the requirements in subsections (1) and (2) if those requirements have been satisfied by a related party of the approval authority, on behalf of the approval authority.
12.38 Approval authority must disclose if it has been a party to a trade
This section applies if:
an approval authority has approved the trade of a water access right; and
the approval authority, or a related party, was a party to the trade.
The approval authority must publish the following information on its website as soon as practicable after the trade has been approved:
the facts referred to in subsection (1);
the type of water access right;
the volume of the water access right traded;
the number of days elapsed between lodgement and approval;
the price of the trade.
12.39 Approval authority to give reasons for restricting trade
If an approval authority (the restricting authority) decides to restrict a proposed trade of a water access right, it must, subject to subsection (2), give notice of the decision and the reasons for the decision to each party.
If a party to the proposed trade is an interstate party, the approval authority may instead give the notice to the interstate authority, together with a request that it notify the interstate party on behalf of the restricting authority.
The restricting authority must give the notice as soon as practicable, and in any case within 30 days after the decision.
The interstate authority must comply with a request under subsection (2) as soon as practicable.
For this section, if a proposed trade involves a trade of a water access right between the State of the restricting authority and another State:
the approval authority in the other State is the interstate authority; and
a party who acts through the interstate authority is an interstate party.
Part 5—Information and reporting requirements
Division 1—General
12.40 Object of this Part
The object of this Part is to facilitate the trade of tradeable water rights by making information about the rights publicly available.
12.41 Authority to publish information it is given under this Part
The Authority must publish information it is given under this Part.
Division 2—Information about water access rights
12.42 Water access rights to which this Division applies
In this Division, water access right does not include water allocation.
12.43 Information about water access rights to be made available
A Basin State which holds information:
relating to a class of water access right conferred by or under a law of the State; and
which is referred to in section 12.44;
must give the information to the Authority in accordance with this section.
The information must be given to the Authority:
in the form determined by the Authority from time to time; and
within the time periods determined by the Authority from time to time.
The information may be provided electronically by way of a link to an appropriate website, or in any other way determined by the Authority.
The Authority must inform a Basin State of any matter it determines under subsection (2) or (3).
The Authority must not require the information to be given more than once per water accounting period.
However, if the information is changed, the State must give the changed information to the Authority as soon as is practicable, but in any case, no later than the date of effect of the change.
12.44 Types of information about water access rights
The information the Authority may require in the form determined under subsection 12.43(2), in relation to a class of water access right, is information relating to the following:
the characteristics of the class, including:
the water resource name;
the SDL resource unit;
its priority or reliability;
the form of take;
the total volume of the class on issue;
the historic reliability of the class (both as a long‑term average and in more recent periods);
the fees and charges payable by a holder of a water access right in the class;
carryover arrangements;
the timing and manner of making allocation announcements;
how allocation levels are determined;
the trading rules relevant to the class;
the areas to which a water access right of the class (and any water allocation under such a right) may be traded;
the areas from which water access rights of other classes (and any water allocations under such rights) may be traded to the water resource to which the class relates.
Division 3—Trading rules to be made available
12.45 Interpretation
In this Division:
central information point means a point determined by the Authority to receive copies of trading rules.
12.46 Basin State must make trading rules available
A Basin State must give a copy of rules it has made that regulate the trade of tradeable water rights in a compiled form, incorporating any amendments, to the central information point:
within 30 days after the commencement of this Chapter; and
if the rules change—as soon as practicable, but in any case no later than the date of effect of the change.
Subsection (1) does not apply to rules of a kind referred to in section 12.47.
If the rules include material by way of a reference to another document:
the rules must explain how the referenced document relates to the rules; and
the referenced document must be published online.
12.47 Irrigation infrastructure operator must make trading rules available
If an irrigation infrastructure operator has rules that govern the trade of tradeable water rights within, into, or out of, the irrigation infrastructure operator’s irrigation network, it must document those rules.
This section does not apply to rules that relate to administrative procedures (for example, the payment of fees, the completion of forms, or information that must be supplied by a person applying for a trade).
If a person requests a copy of an irrigation infrastructure operator’s rules, the irrigation infrastructure operator must give a copy of the rules to that person as soon as practicable, but in any case within 30 days after receiving the request.
If the irrigation infrastructure operator has a website, it must publish the rules on its website:
within 7 days after the later of:
the commencement of this Chapter; and
the day the person becomes an irrigation infrastructure operator; and
the day the irrigation infrastructure operator obtains a website; and
if the rules change—as soon as practicable, but in any case within 30 days after the change.
If the irrigation infrastructure operator is an operator to which subsection (5) applies, it must also give a copy of the rules to the central information point:
within 7 days after the day on which subsection (5) starts to apply to the operator; and
if the rules change—as soon as practicable, but in any case within 30 days after the change.
This subsection applies to an irrigation infrastructure operator if the sum of the maximum volume of water from Basin water resources in respect of which the operator provides infrastructure services in relation to:
water access entitlements held by the operator (otherwise than for the purpose of providing infrastructure services to customers who hold water access entitlements to that water); and
water access entitlements held by its customers; and
water access entitlements held by the owner (not being the operator) of the water service infrastructure operated by the operator;
is at least 10GL.
In this subsection, the maximum volume of water refers to that held under water access entitlements.
For subsection (5):
customer, in relation to an irrigation infrastructure operator, means a person who is entitled to infrastructure services, such as the holder of a water delivery right, from the operator.
infrastructure service means access, or a service provided in relation to access, to water service infrastructure and includes the storage, delivery, drainage and taking of water.
The rules must be made available in such a manner that the current version of the rules is readily ascertainable and accessible.
If the rules include material by way of a reference to another document:
the rules must explain how the referenced document relates to the rules; and
the referenced document must be published online.
See section 4 of the Act for the meaning of irrigation infrastructure operator.
Chapter 13—Program for monitoring and evaluating the effectiveness of the Basin Plan
Part 1—Preliminary
13.01 Simplified outline
This section sets out a simplified outline of this Chapter.
This Chapter sets out the program for monitoring and evaluating the effectiveness of the Basin Plan (item 13 of the table in subsection 22(1) of the Act), which consists of:
the principles to be applied in monitoring and evaluating the effectiveness of the Basin Plan (Part 2); and
the following framework to be used to monitor and evaluate the effectiveness of the Basin Plan:
processes for reviewing and evaluating the Basin Plan and assessing the condition of the Murray‑Darling Basin, contributing to adaptive management (Part 3);
reporting requirements relating to the matters by reference to which the effectiveness of the Basin Plan will be monitored and evaluated (Part 4);
requirements for the publication of information (Part 5);
provisions for improving monitoring, evaluation and reporting capabilities (Part 6).
The effectiveness of the Basin Plan is to be evaluated against the objectives and outcomes set out in Chapters 5, 8 and 9, and by reference to the matters in Schedule 12.
13.02 Personal information not required
Nothing in this Chapter requires or authorises a person to disclose personal information.
See section 6 of the Privacy Act 1988 for the definition of personal information.
Part 2—Principles to be applied
13.03 Principles of responsibility for monitoring and evaluating the effectiveness of the Basin Plan
Principle 1
The Authority is responsible for leading monitoring at the Basin scale, having regard to the desirability of:
collecting information in an efficient way; and
providing open access to information collected or used in, or generated by, monitoring; and
harnessing existing monitoring capabilities where possible, rather than creating new monitoring capabilities; and
building upon existing information and data supply arrangements where possible, rather than establishing new arrangements; and
using an adaptive approach to test and improve monitoring capabilities; and
eliminating duplication and fragmentation of monitoring processes where possible; and
there being no net reduction in existing monitoring efforts.
Principle 2
The Authority is responsible for leading all evaluations of the effectiveness of the Basin Plan, with Basin States, the Commonwealth Environmental Water Holder and the Department enabling evaluations by collecting, analysing and reporting information (including data) in a fit for purpose manner.
13.04 Other principles to be applied in monitoring and evaluating the effectiveness of the Basin Plan
The principles in this section must be applied by:
the Authority, when monitoring the effectiveness of the Basin Plan and conducting evaluations and reviews under Part 3; and
the Basin States, the Commonwealth Environmental Water Holder and the Department, when monitoring and evaluating for the purpose of meeting the reporting requirements in Part 4.
Principle 3
Commonwealth agencies and Basin States should report against matters in a manner which reflects the degree to which they are responsible for those matters.
For example, the Commonwealth Environmental Water Holder is responsible for reporting on matters only to the extent that the matters relate to its responsibilities.
Principle 4
Monitoring and evaluation should be undertaken within the conceptual framework of program logic.
Program logic is a mechanism that helps to determine when and what to evaluate so that resources can be used effectively and efficiently: see the Australian Government’s NRM MERI Framework.
Principle 5
Monitoring and evaluation findings, including in respect of progress towards meeting targets and trends in the condition and availability of the Basin water resources, should enable decision‑makers to use adaptive management.
Principle 6
Monitoring and evaluation should harness the monitoring capabilities of existing Basin State and Commonwealth programs (including jointly funded programs), provided that the programs are consistent with the principles in this Part, with a view to aligning and improving these programs over time.
For example, water information provided by Basin States to the Bureau of Meteorology under Part 7 of the Act may be used, where possible, for monitoring and evaluation under this Chapter to avoid duplication in the sourcing of that information.
Principle 7
The best available knowledge (including scientific, local and cultural knowledge), evidence and analysis should be used where practicable to ensure credibility, transparency and usefulness of monitoring and evaluation findings.
Principle 8
Basin States and the Commonwealth should collaborate on the technical and operational elements of monitoring and evaluation in order to build engagement and ownership.
Principle 9
A risk‑based approach should be used for investment in monitoring and evaluation.
Principle 10
Monitoring and reporting should be timely, efficient, cost‑effective and consistent, and should supply the information needed for evaluation.
Principle 11
To the extent possible, there should be open access to information collected or used in, or generated by, monitoring and evaluation.
Part 3—Evaluations, reviews and assessments
Division 1—Evaluation of Basin Plan
13.05 Purpose of evaluation
The Authority must evaluate the effectiveness of the Basin Plan against the objectives and outcomes set out in Chapters 5, 8 and 9, and by reference to the matters listed in Schedule 12, for the purposes of:
annual reports on the effectiveness of the Basin Plan, as required by section 52A of the Act; and
advising on the impacts of the Basin Plan before the end of 2020, as required by section 49A of the Act; and
10 yearly reviews of the Basin Plan, as required by subsection 50(1) of the Act; and
any other reviews of the long‑term average sustainable diversion limits (for example, following a request under subsection 50(2) of the Act).
The Authority must publish the findings and recommendations arising from an evaluation: see section 13.18.
The matters in Schedule 12 relate to:
the Basin Plan as a whole, including its social and economic impacts; and
each of the following elements of the Basin Plan:
the environmental watering plan;
water quality and salinity;
the water trading rules;
water resource planning.
The matters in Schedule 12 represent, and are similar but not identical to, the objectives and outcomes set out in Chapters 5, 8 and 9.
In making an evaluation, the Authority must have regard to:
relevant reports produced under Part 4; and
the key evaluation questions in section 13.06; and
any other relevant information it holds.
13.06 Key evaluation questions
The key questions that the Authority must ask when making an evaluation referred to in section 13.05 are the following:
to what extent has the intended purpose of the Basin Plan set out in section 20 of the Act been achieved?
to what extent have the objectives, targets and outcomes set out in the Basin Plan been achieved?
how has the Basin Plan contributed to changes to the environmental, social and economic conditions in the Murray‑Darling Basin?
what, if any, unanticipated outcomes have resulted from the implementation of the Basin Plan?
how could the effectiveness of the Basin Plan be improved?
to what extent were the actions required by the Basin Plan suited to meeting the objectives of the Basin Plan?
to what extent has the program for monitoring and evaluating the effectiveness of the Basin Plan contributed to adaptive management and improving the available scientific knowledge of the Murray‑Darling Basin?
Division 2—Reviews of water quality targets, environmental watering plan and social and economic impacts
13.07 Purpose of reviews
The purpose of the reviews required by this Division is to assess:
the effectiveness of:
the water quality targets in the water quality and salinity management plan; and
the environmental watering plan;
in contributing to the achievement of the objectives set out in Chapters 8 and 9; and
the social and economic impacts of the Basin Plan.
The Authority must publish the findings and recommendations arising from a review: see section 13.19.
13.08 Reviews of the water quality and salinity management plan targets
The Authority must complete a review of the water quality targets in the water quality and salinity management plan before the end of 2020 and within every 5 years thereafter.
The water quality targets are set out in Part 4 of Chapter 9. Water quality includes salinity: see section 1.07.
The first review must include a consideration of:
the appropriateness of the existing target values for levels of salinity in paragraph 9.14(5)(c); and
whether it is necessary to increase the number of target sites in order to improve the management of salinity;
having regard to Schedule B to the Agreement.
The Authority may request from a person or body (for example, a person or body mentioned in subsection (4)) any information that it considers necessary to conduct the review.
See also section 238 of the Act.
The review must be undertaken in consultation with the Basin States, the Commonwealth Environmental Water Holder and other relevant Commonwealth agencies.
13.09 Reviews of the environmental watering plan
The Authority must complete a review of the environmental watering plan before the end of 2020 and within every 5 years thereafter.
The review must include a review of the targets set out in Schedule 7.
The Authority may request from a person or body (for example, a person or body mentioned in subsection (4)) any information that it considers necessary to conduct the review.
See also section 238 of the Act.
The review must be undertaken in consultation with the Basin States, the Commonwealth Environmental Water Holder and other relevant Commonwealth agencies.
13.09A Reviews of the social and economic impacts of the Basin Plan
The Authority must complete a review of the social and economic impacts of the Basin Plan before the end of 2020 and within every 5 years thereafter.
The review must be undertaken in consultation with the Basin States and relevant Commonwealth agencies.
Division 4—Assessments of Basin condition
13.11 Periodic assessments of Basin condition
The Authority may periodically undertake assessments of trends in the condition and availability of the Basin water resources and the social, cultural and economic contexts in which they are used, as revealed by monitoring information.
An assessment must be undertaken in consultation with the Basin States, the Commonwealth Environmental Water Holder and other relevant Commonwealth agencies.
Division 5—Evaluations, reviews and audits to inform changes to, and implementation of, Basin Plan
13.12 Evaluations, reviews and audits to inform changes to, and implementation of, Basin Plan
When:
proposing any amendments to the Basin Plan; or
unless a contrary intention appears from the Basin Plan—exercising powers or performing functions under the Basin Plan;
the Authority and the Basin States must have regard to:
the findings and recommendations arising from any relevant evaluations under Division 1; and
the findings and recommendations of any relevant reviews conducted under Division 2; and
the findings and recommendations of any relevant audits conducted under Division 3B of Part 2 of the Act.
Subdivision F of Division 1 of Part 2 of the Act sets out the process for amending the Basin Plan.
If the Authority or a Basin State fails to comply with subsection (1) when exercising a power or performing a function under the Basin Plan, the exercise of the power or the performance of the function is not invalid by reason of the failure.
Part 4—Reporting requirements
13.13 Definitions
In this Part:
reporter, for a matter listed in Schedule 12, means the person or body listed as the reporter for the matter.
reporting day, for a matter listed in Schedule 12, means 31 October in the calendar year in which a reporting period for the matter ends or such other day as is determined by the Authority.
reporting period, for a matter listed in Schedule 12:
if the matter is listed as a Category A matter—means the period of 5 years starting on the start day for the matter, and every successive period of 5 years; and
if the matter is listed as a Category B matter—means the period of 1 year starting on the start day for the matter, and every successive period of 1 year.
start day, for a matter listed in Schedule 12, means the day, being a day no later than 1 July 2019, notified by the Authority in writing to the reporters for the matter.
For example, the start day for some reporting matters may be the day on which the Basin Plan, or a particular part of the Basin Plan, commences.
Reporting days and reporting periods may also be varied by agreement: see section 13.15.
13.14 Reporting requirements for Basin States, the Department etc
For each matter listed in Schedule 12, each reporter listed for the matter must, for each reporting period and by the reporting day, produce a report (including data) on the matter as at the end of the reporting period.
If the reporter is not the Authority, the reporter must, by the reporting day, give the report to the Authority.
The Authority is required to publish copies of all reports: see section 13.22.
13.15 Agreements in relation to reporting requirements
The Authority must use its best endeavours to enter, within 2 years after the commencement of the Basin Plan, into an agreement with:
each Basin State; and
the Commonwealth Environmental Water Holder; and
the Department;
in relation to meeting the reporting requirements in section 13.14.
Without limiting subsection (1), an agreement may:
exempt a Basin State, the Commonwealth Environmental Water Holder or the Department from reporting on a matter to the extent that the matter is not relevant to that person or body; or
exempt a Basin State from reporting on a matter to the extent that the Basin State already provides the information covered by the report to a Commonwealth agency or a Commonwealth agency otherwise has the information in its possession or control; or
provide for the production of a report in respect of a period other than the reporting period or by a day other than the reporting day; or
if more than one person is listed as the reporter for a matter, permit a joint report to be produced; or
allow a person to contribute information to a report produced by another; or
set out the manner in which the report is to be produced or given to the Authority.
If an agreement provides for the production of a report in respect of a period other than the reporting period, section 13.14 has effect as if the first‑mentioned period were the reporting period.
If an agreement provides for the production of a report by a day other than the reporting day, section 13.14 has effect as if the first‑mentioned day were the reporting day.
The Authority must seek to ensure that an agreement removes unnecessary duplication of effort in the provision of reports.
Nothing in this section prohibits the Authority from entering into agreements for the provision of information other than the information required by section 13.14 (for example, for the purposes of conducting a review under section 50 of the Act).
13.16 Guidelines for reporting requirements
The Authority may publish guidelines in relation to the reporting requirements in this Part, and the Basin States, the Department and the Commonwealth Environmental Water Holder may have regard to the guidelines.
Part 5—Publication of information
13.17 Publication of monitoring information
The Authority must, in consultation with Basin States, the Department and the Commonwealth Environmental Water Holder (as relevant), and any other relevant person or body, take all reasonable steps to publish on its website information (including data) obtained in monitoring the effectiveness of the Basin Plan.
13.18 Publication of evaluation findings and recommendations
The Authority must take all reasonable steps to publish on its website the findings and recommendations arising from its evaluations of the effectiveness of the Basin Plan under Division 1 of Part 3.
The Authority must provide the Basin States, the Department, the Commonwealth Environmental Water Holder and any other relevant person or body with an opportunity to comment on the proposed findings and recommendations before the findings and recommendations are published.
13.19 Publication of findings and recommendations arising from reviews
The Authority must take all reasonable steps to publish on its website the findings and recommendations arising from any review conducted under Division 2 of Part 3.
The Authority must provide the Basin States, the Department, the Commonwealth Environmental Water Holder and any other relevant person or body with an opportunity to comment on the proposed findings and recommendations before the findings and recommendations are published.
13.21 Publication of findings of assessments
The Authority must take all reasonable steps to publish on its website the findings of each assessment conducted under Division 4 of Part 3.
The Authority must provide the Basin States, the Department, the Commonwealth Environmental Water Holder and any other relevant person or body with an opportunity to comment on the proposed findings before the findings are published.
13.22 Publication of reports produced under Part 4
The Authority must take all reasonable steps to publish on its website a copy of each report produced by or given to the Authority under Part 4.
However, if the person or body (other than the Authority) who produced the report has published the report on a website, the Authority need not publish the report on its website.
Part 6—Improving monitoring, evaluation and reporting capabilities
13.23 Improving monitoring, evaluation and reporting capabilities
The Authority must complete an assessment of monitoring, evaluation and reporting capabilities relevant to this Chapter before the end of 2020.
When conducting the assessment, the Authority must have regard to the findings and recommendations arising from relevant evaluations, reviews, audits and assessments conducted under Part 3.
If the assessment identifies improvements that can be made to monitoring capabilities, the Authority must use its best endeavours, with the Basin States, the Department, the Commonwealth Environmental Water Holder and any other relevant persons or bodies, to give effect to those improvements.
Schedule 1—Basin water resources and the context for their use
See section 2.01
Introduction
1. This description of Basin water resources and the context in which those resources are used has been prepared in accordance with the requirements of item 1 of the table in subsection 22(1) of the Water Act 2007 and is based upon the best information available to the Murray‑Darling Basin Authority at this point in time. It comprises information on the size, extent, connectivity, variability and condition of the Basin water resources; the uses to which the Basin water resources are put (including by Indigenous people); the users of the Basin water resources; and the social and economic circumstances of Basin communities dependent on the Basin water resources.
2. The Murray‑Darling Basin is large, diverse and dynamic in terms of its climate, natural resources and the social and economic circumstances of its industries and communities. Spatial and temporal changes in the availability, condition and use of water resources are a constant, resulting in a highly variable set of circumstances across different parts of the Basin at any given time. This description considers the Basin water resources and the context in which those resources are used, primarily from a Basin‑wide perspective.
Size and extent of Basin water resources
3. The Murray‑Darling Basin is defined by the catchment areas of the Murray and Darling rivers and their many tributaries. Comprising 23 main river valleys, the Basin extends over 1 million km2 of south‑eastern Australia, covering three‑quarters of New South Wales, more than half of Victoria, significant portions of Queensland and South Australia, and all of the Australian Capital Territory. The Basin includes more than 77,000 km of rivers, creeks and watercourses, and an estimated 30,000 wetlands (Crabb 1997).
4. Many rivers and streams, particularly in the comparatively unregulated north of the Basin, are highly ephemeral.
5. The average rainfall over the Basin is estimated to be 530,618 GL a year. Of this, around 94% evaporates or transpires through plants. It is estimated that less than 6% of rainfall runs off into rivers and streams of the Basin (Roderick & Farquhar 2011; MDBA 2010b).
6. Average annual inflows of water to the Basin streams (including inter‑basin transfers) are of the order of 32,500 GL (MDBA 2011d).
7. The capacity of major water storages in the Basin is about 34,500 GL (Crabb 1997).
8. The Murray‑Darling Basin has large groundwater resources (estimated to be about 10.13 million GL) in three main aquifer types: alluvial, porous rock and fractured rock. The alluvial and porous rocks of the sedimentary basins cover the largest area. The storage in these aquifers is significant, but only a small percentage is accessible and water quality is often poor. Annual recharge averages about 23,450 GL (CSIRO & SKM 2011; CSIRO 2010b).
9. While the Great Artesian Basin is a major groundwater resource under the Basin, its management is not included in the Basin Plan, as the Water Act excludes groundwater of the Great Artesian Basin from the definition of Basin water resources.
Connectivity
10. Hydrologic connectivity, or the ability for water sources to connect sufficiently to allow the movement of water, is highly variable between the regions of the Murray‑Darling Basin and between wet and dry periods. For example, the Paroo, Lachlan and Wimmera rivers terminate in floodplain wetlands, and only in very large floods contribute any flow to the Darling, Murrumbidgee or Murray rivers respectively (CSIRO 2008). The Murrumbidgee and Goulburn‑Broken generally provide more regular flows to the Murray.
11. During very wet periods, water connects laterally from river channels to wide floodplains. These floodplains are typically very flat in their lower reaches, resulting in slow travel times and high volumes of seepage and evaporation, particularly over summer and especially in the northern parts of the Basin.
12. Across the Basin the level of connection between surface water and groundwater is variable. For example there are strong connections between groundwater and surface water in alluvial valleys such as the Peel River while there is no connection in a number of western Basin areas (MDBA 2012; Tomlinson 2011).
Variability
13. Climatic conditions in the Murray‑Darling Basin vary considerably from region to region and year to year. There is a strong east‑west rainfall gradient and a strong north‑west to south‑east temperature gradient. Rainfall is summer‑dominant in the north and winter‑dominant in the south (CSIRO 2008).
14. The Basin also experiences considerable variation in annual inflow to its rivers—over the past 114 years inflows have ranged from a high of around 117,907 GL in 1956 to a low of around 6,740 GL in 2006 (MDBA 2010a, 2010b).
15. Flow through the barrages near the Murray Mouth also varies widely depending upon a wide range of climatic conditions, including the federation and millennium droughts and the very wet periods during the 1950s and 1970s. The historical patterns of annual stream flow are modelled under without‑development conditions and represent this variability. At Wentworth on the River Murray, flow in the wettest 15‑year sequence (1950–1964) is 42% higher than the long‑term average. In the driest 15‑year sequence (1995–2009), flow is 32% lower than the long‑term average (MDBA 2010b).
16. Multiple lines of evidence indicate that the tropics and tropical weather systems and their influences are expanding southward, exerting considerable influence on the climate of south‑eastern Australia, including the Murray‑Darling Basin. There is also evidence that the southern storm tracks that historically brought cool season rains to southern Australia have contracted toward the South Pole. If these trends in circulation patterns continue they will have significant implications for the climate and water resources of the Murray‑Darling Basin, potentially leading to a warmer and drier climate in the southern half of south‑eastern Australia (CSIRO 2010a).
Condition
17. The condition of the Basin’s surface water resources varies depending on a range of factors including location, climate and connectivity, the level of development, management arrangements, local activities, and an area’s relationship with other parts of the system.
18. Changes to the flow regime of the Murray‑Darling Basin’s rivers have affected flood‑ and flow‑dependent species and ecosystems (Boulton 1999; Kingsford 2000; Kingsford & Thomas, 2004). The National Land and Water Resources Audit (NLWRA 2000) assessment of river condition indicated that the ecological health of Basin rivers was poorer than that required for ecological sustainability.
19. In its Assessment of the ecological and economic benefits of environmental water in the Murray‑Darling Basin (2012), CSIRO found that the ecological condition across the regions of the Basin is predominantly poor, with the trend being one of decline. It noted this was consistent with the NSW State of the Catchments Reports (NSWOEH 2010) and the Sustainable Rivers Audit (2004‑07) (Davies et al. 2008). The Sustainable Rivers Audit provides a comprehensive assessment of the ecosystem health of 23 river valleys in the Murray‑Darling Basin. On the basis of the first assessment (2004–07), the Paroo valley in the north‑west of the Basin was the only region to achieve a health rating of ‘good’. The Condamine and Border Rivers valleys were rated as being in ‘moderate health’, and all others were rated ‘poor’ or ‘very poor’, with the lowest ranked being the Murrumbidgee and Goulburn valleys (Davies et al. 2008).
20. In the past 50 years, populations of native fish species in the Basin have suffered serious declines in distribution and abundance. These declines reflect the poor state of the river system and the impacts of human use. Up to half of the Basin’s native fish species are considered to be either threatened or of conservation significance. It is estimated that the fish communities in the Basin are at about 10% of their levels before European settlement. Twenty‑six of the 46 native species in the Basin are recognised as either rare or threatened on state, territory or national listings. Eleven alien species comprise 80–90% of fish biomass at many sites in several rivers (Lintermans 2007).
21. Many species of waterbirds breed in large numbers only during flooding of wetlands and lakes. The large wetlands on the lower reaches of the Condamine‑Balonne, the Gwydir, the Macquarie, the Lachlan and the Murrumbidgee rivers are among the most important sites of their type in Australia for such breeding events (Kingsford, Curtin & Porter 1999; Kingsford & Auld 2005). However, assessments indicate that about 90% of the Gwydir Wetlands, 75% of the wetlands of the Lower Murrumbidgee floodplain, and 40–50% of the Macquarie Marshes have been lost since European settlement (Keyte 1994; Kingsford & Thomas 1995, 2004). The breeding of colonially nesting waterbirds in the Barmah‑Millewa Forest on the Murray (Leslie 2001), the number of waterbirds and waterbird nests, and the frequency of waterbird breeding in the Macquarie Marshes have been reduced relative to without‑development conditions (Kingsford & Thomas 1995; Kingsford & Johnson 1998).
22. Through the widespread drought conditions over the decade to 2010 the average annual stream flow at the Murray Mouth was particularly low. This resulted in the siltation of the Murray Mouth channel and the extreme hypersalinisation of the South Lagoon, where salinity reached more than four times that of seawater. Changes to the water regime of the River Murray have also been linked to a decline in abundance of a number of fish and waterbird species in the Coorong (Brookes et al. 2009).
23. Low levels of flow during the recent drought conditions led to significant water quality problems (for example, blue‑green algal blooms; blackwater events in flushes after dry periods). While these are natural events, they have been increasing in intensity due to the changes in flow patterns in many rivers, particularly in the south. Small to medium floods, which normally would flush through floodplains quite regularly, are now contained and regulated.
24. The health of riparian and wetland vegetation, which plays a key part in riverine ecology, has declined. Many areas remain under significant pressure from the combined effects of human activity and the recent drought. For example, in 2003, 80% of remaining river red gums on the River Murray floodplain in South Australia were stressed to some degree, and 20–30% were severely stressed. In the Macquarie Marshes, over half the river red gum forest and woodland had more than 40% dead canopy, and over 40% had more than 80% dead canopy (Bowen & Simpson 2009).
25. The quality of groundwater resources in the Murray‑Darling Basin varies naturally from fresh through brackish to highly saline (in some areas exceeding the salinity of sea water). Most of the Basin’s groundwater resources are relatively unchanged from without‑development conditions. However, significant changes have occurred in groundwater resources in some locations, including where large aquifers in areas of intensive irrigation development have been heavily used over the past 30 to 40 years. The condition of groundwater resources in the Basin, compared with their condition before land clearing and development for consumptive purposes, relates to the decline in groundwater levels (and pressure in confined systems) and the raising of groundwater levels because of increased recharge caused by local irrigation drainage or greater rainfall infiltration following land clearing.
Uses of Basin water resources
26. The water resources of the Murray‑Darling Basin are used in agriculture, non‑agricultural industry, meeting critical human water needs and normal domestic requirements, for recreational and cultural purposes, and in maintaining freshwater ecosystems.
27. Basin water resources are used both to irrigate food, fibre and pasture crops, and in dryland agriculture for watering of stock and in maintaining farming operations. Use of Basin water resources underpins Basin‑wide agricultural production with an estimated value of $15 billion annually, 40% of Australia’s total agricultural production. About one‑third of the Basin’s annual agricultural production by value is irrigated (ABS 2006).
28. As a long‑term average, 42% of surface‑water run‑off to the Murray‑Darling Basin is diverted for social and economic consumption or environmental management, while 58% currently remains in the environment. In 2004–05, 83% of water taken from Basin water resources was used in agricultural production; another 13% was used in the water supply industry, primarily through irrigation water supply losses; and mining, other industries and household use was relatively small. The actual consumptive water use in any given year is governed by water access rights and entitlements. This amount will vary year‑to‑year depending on annual climatic conditions and water availability (ABS 2008). For example, in 2008–09, 3,843 GL was used for agriculture out of a total of 6,152 GL, which equates to 62% of the total water use for that year (ABS 2010).
29. Basin water resources are used for critical human water needs and domestic purposes not only across the Basin, but also in Adelaide and regional South Australia, Lithgow and the Blue Mountains in NSW, and southern Victoria.
30. Indigenous use includes for cultural, social, environmental, spiritual and economic purposes. Many Indigenous people view water spiritually—people, land and rivers are inextricably connected. Indigenous economic interests include trading, hunting, gathering food and other items for use that alleviate the need to purchase similar items and the use of water to support businesses in industries such as pastoralism and horticulture. The environmental and cultural health of the Murray‑Darling Basin is of paramount importance in serving these interests.
31. The concept of cultural flows helps translate the complex relationship described above into the language of water planning and management. The following definition of cultural flows is currently used by the Northern Murray‑Darling Basin Aboriginal Nations and the Murray Lower Darling Rivers Indigenous Nations: “Water entitlements that are legally and beneficially owned by the Indigenous Nations and are of sufficient and adequate quantity to improve the spiritual, cultural, environmental, social and economic conditions of those Indigenous Nations. This is our inherent right”. The provision of cultural flows will benefit Indigenous people in improving health, wellbeing and provides empowerment to be able to care for their country and undertake cultural activities.
32. The resources are also used for water sports, wider recreational activities, to attract visitors to particular regions, and for visual amenity.
33. All jurisdictions in the Murray‑Darling Basin have legislated under the National Water Initiative for the statutory provision of water to be used by the environment, often defined in water plans. Entitlements may be held on behalf of the environment, which are then used for specific environmental objectives. This process is typically managed under advice; for example from groups such as the Authority’s Environmental Watering Group for The Living Murray and the Commonwealth Environmental Water Holder (NWC 2011a).
34. The Authority’s best estimate of the surface‑water runoff in the Basin is shown in table 1:
Table 1: Murray‑Darling Basin long‑term annual inflow and water use
Surface‑water | GL |
Inflows | |
Inflows to the Basin | 31,599 |
Transfer into the Basin | 954 |
Total | 32,553 |
Water use | |
Watercourse diversions | 10,890 |
Interceptions | 2,733 |
Water used by the environment and losses | 13,788 |
Outflows from the Basin | 5,142 |
Total | 32,553 |
Sources: MDBA 2011a, MDBA 2011d.
The diversions shown in this table are based on Authority estimates and correspond to those outlined in Schedule 2.
The total inflows into the Basin shown in this table are the Authority’s best estimate of surface‑water runoff generated across the Basin and are based on modelled inflows adjusted where necessary to incorporate the effects of interception activities. This differs from other methods of assessing total Basin water availability such as inflow data based on CSIRO 2008, which modelled flows at the point of maximum flow under without‑development conditions.
Some estimates have been subject to rounding.
Users of Basin water resources
35. Users of Basin water resources include about 1.3 million people living outside the Basin as well as the more than 2 million people living in the Basin (ABS, ABARE and BRS 2009). Householders in cities, towns and villages use the water resources for domestic purposes while local authorities use them to maintain sports fields and parks.
36. All of the approximately 60,000 agricultural businesses in the Basin use the water resources of the Basin, about 18,000 of them in irrigating crops (ABS 2006).
37. Businesses processing food and fibre grown in the Basin, mining companies working the mineral resources of the Basin, and wider industry depend on use of Basin water resources.
38. People of the more than 40 Indigenous nations across the Basin use the water resources for cultural, social, environmental, spiritual and economic purposes. They see themselves as an integral part of the river system and are reliant on the river for their physical and spiritual well‑being. Because of their holistic understanding and connection, and practices of lore and customary law, Indigenous people have a deep responsibility for the health of rivers. Indigenous bodies hold an estimated 81 water licences in the Basin, with a total allocation of 8,237 ML (Arthur 2010).
39. An estimated 430,000 people use Basin water resources for more than 5 million recreational fishing trips a year, with a most likely direct expenditure estimate of $1.35 billion (DPI 2011). Recreation and tourism use of Basin water resources is generally non‑consumptive, but depends on a degree of ecological health. Ramsar‑listed wetlands are significant tourist destinations.
40. The National Water Initiative recognises the environment as a legitimate user of water and the need to ensure that water‑dependent ecosystems, such as rivers, lakes, floodplains, wetlands and estuaries are considered in management decisions (NWC 2011a).
Social and economic circumstances of Basin communities dependent on the Basin water resources
41. Population density in the Basin is highest in the east and south‑east, becoming increasingly sparse on a south‑east to north‑west gradient. More than three quarters (78%) of the population lives in one of the more than 400 urban centres, towns and rural localities spread across the Basin. The remainder live rurally (ABS 2009).
42. In 2006 there were 921,300 people employed in the Basin, with more than 21% of the jobs in Canberra. Of those residents considered to be part of the labour force, 5.0% were at the time classified as unemployed, compared to 5.2% unemployment nationally (ABS 2006).
Table 2: Industry of employment (2006)
Industry | MDB excluding Canberra (%) | Canberra only (%) | Australia (%) |
Agriculture, forestry and fishing | 13.3 | 0.3 | 3.2 |
Mining | 1.0 | 0.0 | 1.2 |
Manufacturing and trade (retail and wholesale) | 25.9 | 13.0 | 26.9 |
Utilities (electricity, gas, water, waste services, telecommunication and information services) | 2.3 | 2.9 | 3.0 |
Construction and housing | 8.2 | 6.9 | 9.7 |
Arts, recreation and tourism | 7.2 | 7.8 | 7.9 |
Transportation | 4.5 | 2.4 | 4.8 |
Professional and administrative | 15.1 | 45.1 | 20.8 |
Education, health and social services | 18.8 | 18.1 | 18.7 |
Other | 3.7 | 3.5 | 3.8 |
Total employed persons | 745,500 [3.6% of total population] | 175,800 [0.9% of total population] | 9,104,200 [44.6% of total population] |
Total population (2006 census) | 20,402,459 | ||
Source: ABS 2006
43. Excluding Canberra, almost half (47%) of the Basin’s income earners in 2006 earned less than $400 per week gross, slightly more than the national proportion of 45%. For higher incomes, 17% of working Basin residents earned more than $1,000 gross per week, compared to 20% nationally. A similar pattern, of more lower‑income earners and fewer higher‑income earners, emerges when the gross weekly incomes are combined for families (ABS 2006).
44. Agriculture is a defining feature for many of the Basin’s communities. Many residents have a strong connection with the land, which forms part of their identity. The intimate connection between the farm as a place of work, as a residence, as part of family tradition, and in defining identity, reflects a way of life for many farmers and their families (DAFF 2008). Many towns were explicitly established as irrigation communities as successive governments championed the use of water for agriculture to encourage economic and social development within the Basin, for instance as part of soldier settlement schemes or, as in Coleambally in 1968, as a consequence of the development of the Snowy River scheme. Community identity for these towns is closely associated with the historical context of water resources development. For these and many other Basin communities, the water resource provides, beyond specific uses, a broader amenity that contributes greatly to the social values that communities and individuals consider important. Rivers, lakes, creeks and streams engender a sense of place for communities, which in turn helps to maintain the social fabric that the Basin’s communities value.
45. The agriculture, forestry and fishing sector is a significant employer, with 11% of employed persons and 32% of businesses in 2006 (ABS, ABARE and BRS 2009).
46. The Basin’s agricultural communities have been affected by a large range of social and economic developments and trends. Beginning in the 1980s, economic and financial reforms have been implemented through which trade barriers have been removed, the Australian dollar floated, public utilities privatised, markets created for water and power, and the banking sector deregulated. The consequences for rural and regional communities and agricultural producers have been profound. Improvements in communication technology and transport, together with changes in the organisation of production, have allowed sectors such as tourism and services to relocate or grow in regional areas. Private capital has also become increasingly mobile, and farmers have had increased access to credit to expand their operations and gain access to international markets.
47. At the same time, the agricultural sector has had to contend with a wide range of other pressures, including changes in the costs of production (e.g. water, feed, fuel, fertiliser), consumer demand, technological advances and innovation, emerging environmental concerns, continuing variability in seasonal conditions, and declining terms of trade (ABARE, BRS 2010; Beilharz 1994; Hughes 1998; Kelly 1992; Melleuish 1997; Tonts 2000). Over the last decade, governments have put in place measures, such as The Living Murray program, to recover water for the environment (MDBA 2011c); as at 31 March 2012, it was estimated that 1,344 GL/year of environmental water had been recovered since 2009 (www.mdba.gov.au).
48. Irrigators and other farmers have had to increase productivity and manage input costs to remain competitive. For example, the dairy industry more than doubled milk production per cow from 1979‑80 to 2008‑09 (Frontier Economics 2010). Nationally, productivity in the agriculture, forestry and fisheries sectors increased at an average annual rate of 2.2% between 1974‑75 and 2007‑08, higher than the manufacturing (1.2%), retail (0.9%) or mining (0.8%) sectors (ABARE, BRS 2010). In the Basin, water usage by the dairy industry between 2005‑06 and 2007‑08 (drought years) declined by 64.4%, but the value of dairy production reduced by only 26.5% (MDBA 2011b). The growth of the water market has played a significant role in enabling irrigated agriculture to adjust to seasonal variations in water availability (MDBA 2011b).
49. Long‑term changes in the economic prospects for agriculture have led to changes in the Basin’s social and economic makeup and outlook. Over the longer term, the proportion of those employed in agriculture has declined. Employment in agriculture, forestry and fishing in the Basin fell by almost 12% from 2001 to 2006. In the decade to 2006, the number of people in the Basin identifying themselves as ‘farmer’ or ‘farm manager’ fell by 10%. The average age of those working in agriculture has been steadily increasing. The proportion of workers aged over 45 and 65 years is higher in agriculture than in any other industry (MDBA 2011b).
50. In the period from 1976 to 2001, the population of the Basin’s large cities and towns grew by 30%, much more quickly than most of the smaller towns and rural localities. From 2001 to 2006, coinciding with extended drought, the population in large and medium towns grew by 8% while the rural population declined by 1.7%. This reflects a continuation of the trend, since the beginning of the twentieth century, for the percentage of the population living in rural areas of the Basin to decline (ABS, ABARE and BRS 2009).
51. The Basin’s river systems are of critical importance to the social, cultural and economic life of Indigenous people (Jackson 2008; Jackson and Altman 2009). About 70,000 people in the Basin identify as Indigenous. Reflecting in part their much younger age profile, the Indigenous population in the Basin grew by 17% between 2011 and 2006, five times faster than the growth of the non‑Indigenous population (Taylor and Biddle 2004).
52. Labour force and income indicators for Indigenous people are relatively poor. In 2006, the Indigenous unemployment rate in the Basin was 20.1%, four times that of the non‑Indigenous community (ABS, ABARE and BRS 2009).
Conclusion
53. A description of Basin water resources and the context for which those resources are used has been presented across a number of themes using the best information available to the Murray‑Darling Basin Authority. While the particular circumstances can vary quite considerably between communities across the many different localities within the Basin, a broad description of the water resources, its users, the uses to which they are put and the social and economic circumstances of residents living in the Basin has been provided here.
References
For this Schedule:
ABARE, BRS (Australian Bureau of Agricultural and Resource Economics, Bureau of Rural Sciences) 2010, Agricultural and food policy choices in Australia, ABARE‑BRS conference paper 10.15. ABARE–BRS, Canberra.
ABS (Australian Bureau of Statistics) 2006, Census of Population and Housing, Online data: 2001 and 2006, ABS, Canberra.
ABS (Australian Bureau of Statistics) 2008, Water and the Murray‑Darling Basin–A Statistical Profile, 2000‑01 to 2005‑06, cat. no. 4610.0.55.007, ABS, Canberra.
ABS (Australian Bureau of Statistics) 2009, Experimental estimates of the gross value of irrigated agricultural production, 2000‑01 to 2006‑07, cat. no. 4610.0.55.008, ABS, Canberra.
ABS (Australian Bureau of Statistics) 2010, Water Account Australia 2008‑09, cat. no. 4610.0, ABS, Canberra.
ABS, ABARE & BRS (Australian Bureau of Statistics, Australian Bureau of Agricultural and Resource Economics and Bureau of Rural Sciences) 2009, Socioeconomic context for the Murray‑Darling Basin: descriptive report. MDBA Technical Report Series: Basin Plan: BP02, September 2009, report to the Murray‑Darling Basin Authority, Canberra.
Arthur, WS (Bill) 2010, The Murray‑Darling Basin Regional and Basin plans: Indigenous water and land data, report to the Murray‑Darling Basin Authority, Canberra.
Beilharz, P 1994, Transforming Labour: Labour tradition and the Labour decade in Australia, Cambridge University Press, Melbourne.
Boulton, A 1999, ‘Why variable flows are needed for invertebrates of semi‑arid rivers’, in RT Kingsford (ed), A free‑flowing river: the ecology of the Paroo River, NSW National Parks and Wildlife Service, Hurstville, NSW, pp. 113–128.
Bowen, S & Simpson, S 2009, ‘Changes in extent and condition of the vegetation communities of the Macquarie Marshes floodplain 1991–2008‘, unpublished report for the NSW Department of Environment, Climate Change and Water, Sydney.
Brookes, JD, Lamontagne, S, Aldridge, KT, Benger, S, Bissett, A, Bucater, L, Cheshire, AC, Cook, PLM, Deegan, BM, Dittmann, S, Fairweather, PG, Fernandes, MB, Ford, PW, Geddes, MC, Gillanders, BM , Grigg, NJ, Haese, RR, Krull, E, Langley, R., Lester, RE, Loo, M, Munro, AR, Noell, CJ, Nayar, S, Paton, DC, Revill, AT, Rogers, DJ, Rolston, A, Sharma, SK, Short, DA, Tanner, JE, Webster, IT, Wellman, NR & Ye, Q 2009, An ecosystem assessment framework to guide management of the Coorong, final report of the CLLAMMecology Research Cluster, CSIRO Water for a Healthy Country National Research Flagship, Canberra.
Crabb, P 1997, Murray‑Darling Basin Resources, Murray‑Darling Basin Commission, Canberra.
CSIRO (Commonwealth Scientific and Industrial Research Organisation) 2008, Water availability in the Murray: A report to the Australian Government from the CSIRO Murray‑Darling Basin Sustainable Yields Project, CSIRO, Canberra, pp. 217.
CSIRO (Commonwealth Scientific and Industrial Research Organisation) 2010a, Climate variability and change in south‑eastern Australia: A synthesis of findings from Phase 1 of the South Eastern Australian Climate Initiative (SEACI), CSIRO, Canberra.
CSIRO (Commonwealth Scientific and Industrial Research Organisation) 2010b, Dryland diffuse groundwater recharge modeling across the Murray‑Darling Basin, report to the Murray‑Darling Basin Authority, Canberra.
CSIRO (Commonwealth Scientific and Industrial Research Organisation) 2012, Assessment of the ecological and economic benefits of environmental water in the Murray‑Darling Basin, CSIRO Water for a Healthy Country National Research Flagship, Australia.
CSIRO & SKM (Commonwealth Scientific and Industrial Research Organisation and Sinclair Knight Merz) 2011, The groundwater SDL methodology for the Murray‑Darling Basin Plan, report to the Murray‑Darling Basin Authority, Canberra.
DAFF (Department of Agriculture, Fisheries and Forestry) 2008, It’s About People: Changing Perspective. A Report to Government by an Expert Social Panel on Dryness, DAFF, Canberra.
Davies, PE, Harris, JH, Hillman, TJ and Walker, KF 2008, Sustainable Rivers Audit Report 1: a report on the ecological health of rivers in the Murray‑Darling Basin, 2004–2007, report prepared by the Independent Sustainable Rivers Audit Group for the Murray‑Darling Basin Ministerial Council, Murray‑Darling Basin Commission, Canberra.
DPI (Department of Primary Industries) 2011, Economic Contribution of Recreational Fishing in the Murray‑Darling Basin, prepared by Ernst & Young for Department of Primary Industries, Victoria.
Frontier Economics 2010, Structural adjustment pressures in the irrigated agriculture sector in the Murray‑Darling Basin, report to the Murray‑Darling Basin Authority, Canberra.
Hughes, OE 1998, Australian Politics, Macmillan Education, Melbourne.
Jackson, S 2008, ‘Recognition of Indigenous interests in Australian water resource management, with particular reference to environmental flow assessment’, Geography Compass (Environment & Society), vol. 2, no.3, pp. 874‐898.
Jackson, S & Altman, J 2009, ‘Indigenous rights and water policy: perspectives from tropical north Australia’, Australian Indigenous Law Review, vol. 13, no.1, pp. 27–48.
Kelly, P 1992, The end of certainty: the story of the 1980s, Allan and Unwin, Sydney.
Keyte, P 1994, Lower Gwydir Wetland—plan of management 1994–1997, report by NSW Department of Water Resources for the Lower Gwydir Steering Committee, Sydney.
Kingsford, RT & Auld, K 2005, ‘Waterbird breeding and environmental flow management in the Macquarie Marshes, arid Australia’, River Research and Applications, vol. 21, pp. 187–200.
Kingsford, RT & Johnson, WJ 1998, ‘Impact of water diversions on colonially‑nesting waterbirds in the Macquarie Marshes of arid Australia’, Colonial Waterbirds, vol. 21, no. 2, pp. 159–170.
Kingsford, RT & Thomas, RF 1995, ‘The Macquarie Marshes in arid Australia and their waterbirds: a 50‑year history of decline’, Environmental Management, vol. 19, no. 6, pp. 867–878.
Kingsford, RT & Thomas, RF 2004, ‘Destruction of wetlands and waterbird populations by dams and irrigation on the Murrumbidgee River in arid Australia’, Environmental Management, vol. 34, no. 3, pp. 383–396.
Kingsford, RT 2000, ‘Ecological impacts of dams, water diversions, and river management on floodplain wetlands in Australia’, Austral Ecology, vol. 25, pp. 109–127.
Kingsford, RT, Curtin, AL & Porter, J 1999, ‘Water flows on Cooper Creek in arid Australia determine ‘boom’ and ‘bust’ periods for waterbirds’, Biological Conservation, vol. 88, pp. 231–248.
Leslie, DJ 2001, ‘Effect of river management on colonially nesting waterbirds in the Barmah–Millewa forest, south‑eastern Australia’, Regulated Rivers: Research & Management, vol. 17, no. 1, pp. 21–36.
Lintermans, M 2007, Fishes of the Murray‑Darling Basin: an introductory guide, Murray‑Darling Basin Commission, Canberra.
MDBA 2010a, Guide to the proposed Basin Plan–Volume 1, publication no: 60/10, Murray‑Darling Basin Authority, Canberra.
MDBA 2010b, Guide to the proposed Basin Plan–Volume 2, publication no: 61/10, Murray‑Darling Basin Authority, Canberra.
MDBA 2011a, Water resource assessments for without‑development and baseline conditions, Errata to MDBA Technical Report 2010/20, Version 2, MDBA, Canberra.
MDBA 2011b, Socioeconomic analysis and the draft Basin Plan, Part A–overview and analysis, publication no: 52/12 Murray‑Darling Basin Authority, Canberra.
MDBA 2011c, The Living Murray story–one of Australia’s largest river restoration projects, MDBA publication no:157/11, Murray‑Darling Basin Authority, Canberra.
MDBA 2011d, Water resource assessments for without‑development and baseline conditions, Murray‑Darling Basin Authority Technical Report 2010/20 Version 2, supporting information for the proposed Basin Plan, Murray‑Darling Basin Authority Canberra.
MDBA 2012, The proposed Groundwater Baseline and Sustainable Diversion Limits: methods report, MDBA publication no: 16/12, Murray‑Darling Basin Authority, Canberra.
Melleuish, G 1997, ‘Living in an age of packages: Economic Rationalism and ‘The Clever Country’ in Australian political thought’, Australian Journal of Politics and History, vol. 43, no. 2, pp. 200–215.
NLWRA (National Land and Water Resources Audit) 2002, Australian Catchments, Rivers and Estuaries Assessments, NLWRA, Canberra.
NSWOEH (NSW Office of Environment and Heritage) 2010, State of the catchments 2010, NSW Office of Environment and Heritage, Sydney.
NWC (National Water Commission) 2011a, The National Water Initiative—securing Australia’s water future: 2011 assessment, NWC, Canberra.
Roderick, ML & Farquhar, GD 2011, ‘A simple framework for relating variations in runoff to variations in climatic conditions and catchment properties’, Water Resources Research, vol. 47, W00G07, doi:10.1029/2010WR009826.
Taylor, J & Biddle, N 2004, Indigenous people in the Murray‑Darling Basin: A statistical profile, discussion paper no. 264/2004, ANU Centre for Aboriginal Economic Policy Research, Canberra.
Tomlinson, M 2011, Ecological water requirements of groundwater systems: a knowledge and policy review, Waterlines report series No. 68, National Water Commission, Canberra.
Tonts, M 2000, ‘The restructuring of Australia’s rural communities’, in Pritchard, B & McManus, P (ed), Land of discontent: the dynamics of change in rural and regional Australia, University of New South Wales Press, Kensington.
Schedule 2—Matters relating to surface water SDL resource units
See sections 6.02, 6.04, 6.05, 6.05A, Schedule 3, Schedule 6A, the definition of BDL in section 1.07, and Part 3 of Chapter 10.
The SDL for a particular surface water SDL resource unit as set out in this Schedule can be expressed in terms of the following formula:
where, for the surface water SDL resource unit:
BDL is the baseline diversion limit, as defined in section 1.07. For a surface water SDL resource unit, the BDL is the quantity of water calculated in accordance with column 2 of the table in Schedule 3 for the SDL resource unit.
local reduction amount is the local reduction amount for the surface water SDL resource unit as defined in section 1.07. Under that definition, the local reduction amount is:
● if a quantity of water is identified in column 2 of the table in this Schedule as the local reduction amount for the SDL resource unit—that amount; and
● if no quantity is identified—zero.
SDL resource unit shared reduction amount is the SDL resource unit shared reduction amount as defined in section 1.07. The SDL resource unit shared reduction amount for a particular surface water SDL resource unit is calculated in accordance with section 6.05 and Chapter 7.
SDL adjustment amount is the adjustment for the surface water SDL resource unit for the water accounting period, as defined in section 1.07. The SDL adjustment amount is given by section 6.05A, and is calculated in accordance with Schedule 6A.
Column 1 | Column 2 | |
|---|---|---|
Item | Surface water SDL resource unit (code) | Long‑term average sustainable diversion limit for SDL resource unit |
Queensland | ||
Warrego‑Paroo‑Nebine water resource plan area | ||
1 | Paroo | The limit is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 9.9 GL per year and therefore this limit is estimated to be 9.9 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. |
2 | Warrego (SS28) | The limit is the BDL minus 8 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 128 GL per year and therefore this limit is estimated to be 120 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 8 GL per year. |
3 | Nebine | The limit is the BDL minus 1 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 31 GL per year and therefore this limit is estimated to be 30 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 1 GL per year. |
Condamine‑Balonne water resource plan area | ||
4 | Condamine‑Balonne (SS26) | The limit is the BDL minus 100 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 978 GL per year and therefore this limit is estimated to be 878 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 28 GL per year. |
Queensland Border Rivers‑Moonie water resource plan area | ||
5 | Moonie | The limit is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 84 GL per year and therefore this limit is estimated to be 84 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 1 GL per year. |
6 | Queensland Border Rivers (SS24) | The limit is the BDL minus 14 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 320 GL per year and therefore this limit is estimated to be 306 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 4 GL per year. |
New South Wales | ||
Intersecting Streams water resource plan area | ||
7 | Intersecting Streams (SS17) | The limit is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 114 GL per year and therefore this limit is estimated to be 114 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 8 GL per year. |
Barwon‑Darling Watercourse water resource plan area | ||
8 | Barwon‑Darling Watercourse (SS19) | The limit is the BDL minus 32 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 198 GL per year and therefore this limit is estimated to be 166 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 22 GL per year. |
New South Wales Border Rivers water resource plan area | ||
9 | NSW Border Rivers | The limit is the BDL minus 7 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 303 GL per year and therefore this limit is estimated to be 296 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 4.6 GL per year. |
Gwydir water resource plan area | ||
10 | Gwydir | The limit is the BDL minus 42 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 450 GL per year and therefore this limit is estimated to be 408 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 50 GL per year. |
Namoi water resource plan area | ||
11 | Namoi | The limit is the BDL minus 20 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 508 GL per year and therefore this limit is estimated to be 488 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 17 GL per year. |
Macquarie‑Castlereagh water resource plan area | ||
12 | Macquarie‑Castlereagh (SS20) | The limit is the BDL minus 55 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 734 GL per year and therefore this limit is estimated to be 679 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 89 GL per year. |
Lachlan water resource plan area | ||
13 | Lachlan | The limit is the BDL minus 48 GL per year (local reduction amount) plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 618 GL per year and therefore this limit is estimated to be 570 GL per year plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 65 GL per year. |
Murrumbidgee water resource plan area | ||
14 | Murrumbidgee (SS15) | The limit is the BDL minus 320 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 2501 GL per year and therefore this limit is estimated to be 2181 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 173 GL per year. |
New South Wales Murray and Lower Darling water resource plan area | ||
15 | New South Wales Murray | The limit is the BDL minus 262 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 1812 GL per year and therefore this limit is estimated to be 1550 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 243 GL per year. |
16 | Lower Darling (SS18) | The limit is the BDL minus 8 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 60.5 GL per year and therefore this limit is estimated to be 52.5 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 2.8 GL per year. |
Victoria | ||
Victorian Murray water resource plan area | ||
17 | Victorian Murray (SS2) | The limit is the BDL minus 253 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 1707 GL per year and therefore this limit is estimated to be 1454 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 375 GL per year. |
18 | Kiewa (SS3) | The limit on take is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 25 GL per year and therefore this limit is estimated to be 25 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. |
Northern Victoria water resource plan area | ||
19 | Ovens (SS4) | The limit on take is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 83 GL per year and therefore this limit is estimated to be 83 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. |
20 | Goulburn (SS6) | The limit is the BDL minus 344 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 1689 GL per year and therefore this limit is estimated to be 1345 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 334 GL per year. |
21 | Broken (SS5) | The limit is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 56 GL per year and therefore this limit is estimated to be 56 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. |
22 | Campaspe (SS7) | The limit is the BDL minus 18 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 153 GL per year and therefore this limit is estimated to be 135 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 18 GL per year. |
23 | Loddon (SS8) | The limit is the BDL minus 12 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 179 GL per year and therefore this limit is estimated to be 167 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 3 GL per year. |
Wimmera–Mallee (surface water) water resource plan area | ||
24 | Wimmera‑Mallee (surface water) | The limit is the BDL minus 23 GL per year (local reduction amount) plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 129 GL per year and therefore this limit is estimated to be 106 GL per year plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be zero GL per year. |
South Australia | ||
South Australian River Murray water resource plan area | ||
25 | South Australian Murray | The limit is the BDL minus 101 GL per year (local reduction amount) minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 1: The Authority estimates the BDL to be 665 GL per year and therefore this limit is estimated to be 564 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note 2: As of 30 June 2012, the reduction achieved is estimated to be 99 GL per year. |
South Australian Murray Region water resource plan area | ||
26 | South Australian Non‑Prescribed Areas | The limit is the BDL plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 3.5 GL per year and therefore this limit is estimated to be 3.5 GL per year plus the SDL adjustment amount. |
Eastern Mount Lofty Ranges water resource plan area | ||
27 | Eastern Mount Lofty Ranges | The limit is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 28.3 GL per year and therefore this limit is estimated to be 28.3 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. |
28 | Marne‑Saunders | The limit is the BDL plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 2.9 GL per year and therefore this limit is estimated to be 2.9 GL per year plus the SDL adjustment amount. |
Australian Capital Territory | ||
Australian Capital Territory (surface water) water resource plan area | ||
29 | Australian Capital Territory (surface water) | The limit is the BDL minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. Note: The Authority estimates the BDL to be 54.7 GL per year and therefore this limit is estimated to be 54.7 GL per year minus the SDL resource unit shared reduction amount plus the SDL adjustment amount. |
Schedule 3—BDLs for surface water SDL resource units
See Schedule 2 and the definition of BDL in section 1.07.
Some estimates have been subject to rounding.
Column 1 | Column 2 | |
|---|---|---|
Item | SDL resource unit (code) | BDL for the SDL resource unit |
Queensland | ||
Warrego‑Paroo‑Nebine water resource plan area | ||
1 | Paroo | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 0.2 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 9.7 GL per year. Note to paragraph (e): The Authority estimates this to be zero GL per year. |
2 | Warrego | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 45 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 83 GL per year. Note to paragraph (e): The Authority estimates this to be zero GL per year. |
3 | Nebine | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed as at 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 6 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 25 GL per year. Note to paragraph (e): The Authority estimates this to be zero GL per year. |
Condamine‑Balonne water resource plan area | ||
4 | Condamine‑Balonne | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 26 March 2010; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 26 March 2010; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 713 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 264 GL per year. Note to paragraph (e): The Authority estimates this to be 1 GL per year. |
Queensland Border Rivers‑Moonie water resource plan area | ||
5 | Moonie | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 33 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 51 GL per year. Note to paragraph (e): The Authority estimates this to be zero GL per year. |
6 | Queensland Border Rivers | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 242 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 77 GL per year. Note to paragraph (e): The Authority estimates this to be 1 GL per year. |
New South Wales | ||
Intersecting Streams water resource plan area | ||
7 | Intersecting Streams | The BDL is the sum of: (a) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, from watercourses (excluding take under basic rights); and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 3 GL per year. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 111 GL per year. Note to paragraph (e): The Authority estimates this to be zero GL per year. |
Barwon‑Darling Watercourse water resource plan area | ||
8 | Barwon‑Darling Watercourse | The BDL is the long‑term annual average limit on the quantity of water that can be taken calculated by: (i) summing the quantity of water that would have been taken in accordance with Schedule E to the Agreement as at 30 June 2009 for each year of the historical climate conditions; and (ii) dividing that quantity by all the years of the historical climate conditions. Note: The Authority estimates this to be 198 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. |
New South Wales Border Rivers water resource plan area | ||
9 | NSW Border Rivers | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 1 July 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, for take from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 1 July 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 191 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 16 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of (d) and (e) to be 95 GL per year. Note to paragraph (f): The Authority estimates this to be zero GL per year. |
Gwydir water resource plan area | ||
10 | Gwydir | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, for take from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 314 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 11 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of items (d) and (e) to be 124 GL per year. Note to paragraph (f): The Authority estimates this to be 1 GL per year. |
Namoi water resource plan area | ||
11 | Namoi | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions calculated on the basis of the quantity of water that can be taken under State water management law as at 1 July 2010; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 1 July 2010; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 265 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 78 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of items (d) and (e) to be 160 GL per year. Note to paragraph (f): The Authority estimates this to be 5 GL per year. |
Macquarie‑Castlereagh water resource plan area | ||
12 | Macquarie‑Castlereagh | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law (as if the applicable water sharing plan was not suspended) as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 380 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 44 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of items (d) and (e) to be 266 GL per year. Note to paragraph (f): The Authority estimates this to be 44 GL per year. |
Lachlan water resource plan area | ||
13 | Lachlan | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers and by floodplain harvesting (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law (as if the applicable water sharing plan was not suspended) as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 287 GL per year, but the estimate does not include an estimate of take for stock and domestic purposes. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 16 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of items (d) and (e) to be 287 GL per year. Note to paragraph (f): The Authority estimates this to be 29 GL per year. |
Murrumbidgee water resource plan area | ||
14 | Murrumbidgee | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law (as if the applicable water sharing plan was not suspended) as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative and by Water for Rivers); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that can be taken under State water management law as at 30 June 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 1958 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 42 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of items (d) and (e) to be 385 GL per year. Note to paragraph (f): The Authority estimates this to be 116 GL per year. |
New South Wales Murray and Lower Darling water resource plan area | ||
15 | New South Wales Murray | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law (as if the applicable water sharing plan was not suspended) as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative and by Water for Rivers); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 1680 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority estimates this to be 28 GL per year. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraph (d) and (e): The Authority estimates the sum of items (d) and (e) to be 80 GL per year. Note to paragraph (f): The Authority estimates this take to be 24 GL per year. |
16 | Lower Darling | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law (as if the applicable water sharing plan was not suspended) as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative and by Water for Rivers); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water, averaged over the period from July 1993 to June 1999, for take from watercourses other than from regulated rivers (excluding take under basic rights); and (c) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (d) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (e) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (f) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 55 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c): The Authority is yet to estimate this take. Note to paragraphs (d) and (e): The Authority estimates the sum of items (d) and (e) to be 5.5 GL per year. Note to paragraph (f): The Authority estimates this to be zero GL per year. |
Victoria | ||
Victorian Murray water resource plan area | ||
17 | Victorian Murray | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative and by Water for Rivers); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 1662 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 23 GL per year. Note to paragraph (e): The Authority estimates this to be 22 GL per year. |
18 | Kiewa | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 11 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraphs (c) and (d): The Authority estimates the sum of items (c) and (d) to be 6.6 GL per year. Note to paragraph (e): The Authority estimates this to be 7 GL per year. |
Northern Victoria water resource plan area | ||
19 | Ovens | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from watercourses under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 25 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c) and (d): The Authority estimates the sum of (c) and (d) to be 26 GL per year. Note to paragraph (e): The Authority estimates this to be 32 GL per year. |
20 | Goulburn | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative and by Water for Rivers); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken from watercourses that are not regulated rivers (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water from watercourses that are not regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) under State water management law as at 30 June 2009; and (f) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (g) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 1552 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c): The Authority estimates this to be 29 GL per year. Note to paragraph (d): The Authority is yet to estimate this take. Note to paragraphs (e) and (f): The Authority estimates the sum of items (e) and (f) to be 86 GL per year. Note to paragraph (g): The Authority estimates this to be 23 GL per year. |
21 | Broken | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative and by Water for Rivers); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken from watercourses that are not regulated rivers (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water from watercourses that are not regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (f) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (g) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 13 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c): The Authority estimates this to be zero GL per year. Note to paragraph (d): The Authority is yet to estimate this take. Note to paragraphs (e) and (f): The Authority estimates the sum of items (e) and (f) to be 30 GL per year. Note to paragraph (g): The Authority estimates this to be 13 GL per year. |
22 | Campaspe | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009 (but excluding held environmental water recovered by the Living Murray Initiative); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken from watercourses that are not regulated rivers (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water from watercourses that are not regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that can be taken under State water management law as at 30 June 2009; and (f) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (g) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 111 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c): The Authority estimates this to be 2 GL per year. Note to paragraph (d): The Authority is yet to estimate this take. Note to paragraphs (e) and (f): The Authority estimates the sum of items (e) and (f) to be 39 GL per year. Note to paragraph (g): The Authority estimates this to be 1 GL per year. |
23 | Loddon | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken from watercourses that are not regulated rivers calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (d) the long‑term annual average take of water from watercourses that are not regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 30 June 2009; and (f) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (g) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 89 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c): The Authority estimates this to be zero GL per year. Note to paragraph (d): The Authority is yet to estimate this take. Note to paragraphs (e) and (f): The Authority estimates the sum of items (e) and (f) to be 85 GL per year. Note to paragraph (g): The Authority estimates this to be 5 GL per year. |
Wimmera–Mallee (surface water) water resource plan area | ||
24 | Wimmera‑Mallee (surface water) | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from regulated rivers (excluding take under basic rights) calculated by: (i) summing the quantity of water that would have been taken by that form of take for each year of the historical climate conditions under State water management law as at 31 October 2010 (but excluding held environmental water recovered under the Wimmera‑Mallee Pipeline Project); and (ii) dividing that quantity by all of the years of the historical climate conditions; and (b) the long‑term annual average take of water from regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average limit on the quantity of water that can be taken from watercourses that are not regulated rivers (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 31 October 2010; and (d) the long‑term annual average take of water from watercourses that are not regulated rivers under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (e) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the quantity of water that could be taken under State water management law as at 31 October 2010; and (f) the long‑term annual average take of water by runoff dams under basic rights calculated on the basis of the take under the level of development that existed on 30 June 2009; and (g) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 66 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20. Note to paragraph (b): The Authority is yet to estimate this take. Note to paragraph (c): The Authority estimates this to be 1 GL per year. Note to paragraph (d): The Authority is yet to estimate this take. Note to paragraphs (e) and (f): The Authority estimates the sum of items (e) and (f) to be 61 GL per year. Note to paragraph (g): The Authority estimates this to be 1 GL per year. |
South Australia | ||
South Australian River Murray water resource plan area | ||
25 | South Australian Murray | The BDL is the long‑term annual average limit on the quantity of water that can be taken from watercourses calculated by: (i) summing the quantity of water that would have been taken by that form of take in accordance with Schedule E to the Agreement as at 30 June 2009 for each year of the historical climate conditions (but excluding water recovered under the Living Murray Initiative); and (ii) dividing that quantity by all the years of the historical climate conditions. Note: The Authority estimates this to be 665 GL per year. The details of modelling assumptions and system set up used for making this estimate are documented in MDBA Technical Report 2010/20 and MDBA Technical Report 2011/01. |
South Australian Murray Region water resource plan area | ||
26 | South Australian Non‑Prescribed Areas | The BDL is the long‑term annual average limit on the quantity of water that can be taken by runoff dams and from watercourses calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 30 June 2009; and (ii) dividing that quantity by all of the years of the historical climate conditions. Note: The Authority estimates this to be 3.5 GL per year. |
Eastern Mount Lofty Ranges water resource plan area | ||
27 | Eastern Mount Lofty Ranges | The BDL is the long‑term annual average limit on the quantity of water that can be taken from watercourses, by runoff dams and net take of water by commercial plantations calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under the draft Eastern Mount Lofty Ranges Water Allocation Plan as at 5 August 2011; and (ii) dividing that quantity by all of the years of the historical climate conditions. Note: The Authority estimates this to be 28.3 GL per year comprised of 15.3 GL per year of watercourse diversions and 13 GL per year of take from runoff dams and net take by commercial plantations. |
28 | Marne‑Saunders | The BDL is the long‑term annual average limit on the quantity of water that can be taken from watercourses, by runoff dams and net take of water by commercial plantations calculated by: (i) summing the quantity of water that would have been taken by those forms of take for each year of the historical climate conditions under State water management law as at 18 January 2010; and (ii) dividing that quantity by all of the years of the historical climate conditions. Note: The Authority estimates this to be 2.9 GL per year. |
Australian Capital Territory | ||
Australian Capital Territory (surface water) water resource plan area | ||
29 | Australian Capital Territory (surface water) | The BDL is the sum of: (a) the long‑term annual average limit on the quantity of water that can be taken from watercourses calculated by: (i) summing the quantity of water that would have been taken by that form of take in accordance with Schedule E to the Agreement as at 30 June 2009 for each year of the historical climate conditions (including an adjustment to account for population growth to 30 June 2009 and an adjustment to reflect a revised estimate of historic water use); and (ii) dividing that quantity by all the years of the historical climate conditions; and (iii) adding the long‑term average ACT Living Murray contribution being that allocated to the Living Murray as referred to in sub‑clause 9(1) of Schedule E to the Agreement; and (b) the long‑term annual average limit on the quantity of water that can be taken by runoff dams (excluding take under basic rights) calculated on the basis of the take under the level of development that existed on 30 June 2009; and (c) the long‑term annual average take of water by runoff dams under basic rights at the level of development that existed on 30 June 2009; and (d) the long‑term annual average net take of water by commercial plantations calculated on the basis of the take under the level of development that existed on 30 June 2009. Note to paragraph (a): The Authority estimates this to be 42.7 GL per year. This includes 0.5 GL per year to account for population growth to 30 June 2009 and 0.2 GL per year to reflect a revised estimate of historic water use. It also includes the ACT Living Murray contribution of 2 GL per year, which was provided by the Australian Capital Territory and sourced within New South Wales. Note to paragraphs (b) and (c): The Authority estimates the sum of items (b) and (c) to be 1 GL per year. Note to paragraph (d): The Authority estimates this to be 11 GL per year. |
Schedule 4—Matters relating to groundwater SDL resource units
See sections 6.03 and 6.04 and the definition of BDL in section 1.07.
Column 1 | Column 2 | Column 3 | Column 4 | |
|---|---|---|---|---|
Item | Groundwater SDL resource unit (code) | Groundwater covered by groundwater SDL resource unit | BDL for the SDL resource unit in gigalitres (GL) per year | Long‑term average sustainable diversion limit for SDL resource unit in gigalitres (GL) per year |
Australian Capital Territory | ||||
Australian Capital Territory (groundwater) water resource plan area (GW1) | ||||
1 | Australian Capital Territory (Groundwater) | all groundwater | 2.27 | 3.16 |
Victoria | ||||
Goulburn‑Murray water resource plan area (GW2) | ||||
2 | Goulburn‑Murray: Shepparton Irrigation Region | all groundwater in the Shepparton Irrigation Region Water Supply Protection Area to a depth of 25 metres below the land surface | 244.1 | 244.1 |
3 | Goulburn‑Murray: Highlands | all groundwater in the outcropping Palaeozoic rocks (or the in‑situ weathered horizon where it is within 5 metres of the surface) from the land surface to 200 metres below the surface | 38.3 | 68.7 |
4 | Goulburn‑Murray: Sedimentary Plain | all groundwater from the land surface to 200 metres below the surface or 50 metres below the base of the Tertiary sediments, whichever is the deeper, excluding groundwater in item 2 | 203.5 | 223.0 |
5 | Goulburn‑Murray: deep | all groundwater, excluding groundwater in items 2, 3 and 4 | 0 | 20.0 |
Wimmera‑Mallee (groundwater) water resource plan area (GW3) | ||||
6 | Wimmera‑Mallee: Highlands | all groundwater in the outcropping Palaeozoic rocks (or the in‑situ weathered horizon where it is within 5 metres of the surface) from the land surface to 200 metres below the surface | 1.26 | 2.75 |
7 | Wimmera‑Mallee: Sedimentary Plain | all groundwater from the land surface to 200 metres below the surface or 50 metres below the base of the Tertiary sediments, whichever is the deeper | 68.9, minus any limit, under a law of the State of Victoria, on the taking of groundwater from the Victorian West Wimmera Groundwater Management Area | 190.1, minus any limit, under a law of the State of Victoria, on the taking of groundwater from the Victorian West Wimmera Groundwater Management Area |
8 | Wimmera‑Mallee: deep | all groundwater, excluding groundwater in items 6 and 7 | 0 | 20.0 |
South Australia | ||||
South Australian Murray Region water resource plan area (GW4) | ||||
9 | Mallee (Pliocene Sands) | groundwater in the Pliocene sands | 0 | 41.4 |
10 | Mallee (Murray Group Limestone) | groundwater in the Murray Group Limestone | 63.6 | 63.6 |
11 | Mallee (Renmark Group) | groundwater in the Renmark Group, and all other groundwater, excluding groundwater in items 9 and 10 | 0 | 2.00 |
12 | Peake–Roby–Sherlock (unconfined) | groundwater in: (a) the unconfined Murray Group Limestone comprising the Coomandook and Bridgewater Formations; and (b) the unconfined Quaternary limestone | 3.41 | 3.41 |
13 | Peake–Roby–Sherlock (confined) | groundwater in: (a) the confined Renmark Group; and (b) the confined Buccleuch Group; and all other groundwater, excluding groundwater in item 12 | 2.58 | 2.58 |
14 | SA Murray | all groundwater | 1.80 | 64.8 |
15 | SA Murray Salt Interception Schemes | all groundwater | 13.2 | 28.6 |
Eastern Mount Lofty Ranges water resource plan area (GW5) | ||||
16 | Angas Bremer (Quaternary Sediments) | groundwater in Quaternary sediments | 0 | 1.09 |
17 | Angas Bremer (Murray Group Limestone) | groundwater in the Murray Group Limestone, and all other groundwater, excluding groundwater in item 16 | 6.57 | 6.57 |
18 | Eastern Mount Lofty Ranges | all groundwater | 34.7 | 38.5 |
19 | Marne Saunders (Fractured Rock) | groundwater in fractured rock | 2.09 | 2.09 |
20 | Marne Saunders (Murray Group Limestone) | groundwater in: (a) the Murray Group Limestone; and (b) Quaternary sediments | 2.38 | 2.38 |
21 | Marne Saunders (Renmark Group) | groundwater in the Renmark Group, and all other groundwater, excluding groundwater in items 19 and 20 | 0.50 | 0.50 |
New South Wales | ||||
NSW Murray‑Darling Basin Porous Rock water resource plan area (GW6) | ||||
22 | Western Porous Rock | all groundwater contained within all sediments of Cenozoic age, excluding groundwater in items 26 and 27 | 63.1 | 226.0 |
23 | Gunnedah‑Oxley Basin MDB (GS17) | all groundwater contained within: (a) all rocks of Permian, Triassic, Jurassic, Cretaceous and Cenozoic age within the outcropped and buried areas; and (b) all unconsolidated alluvial sediments within the outcropped areas; excluding groundwater in items 45, 47, 49, 53, 54, 57, 60, 61 and 62 | 22.1 | 127.5 |
24 | Sydney Basin MDB (GS41) | all groundwater contained within: (a)all rocks of Permian, Triassic, Jurassic, Cretaceous and Cenozoic age within the outcropped and buried areas; and (b)all unconsolidated alluvial sediments within the outcropped areas | 3.12 | 19.1 |
25 | Oaklands Basin (GS38) | all groundwater contained within all rocks of Permian and Triassic age | 0 | 2.50 |
Darling Alluvium water resource plan area (GW7) | ||||
26 | Upper Darling Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 6.29 | 6.59 |
27 | Lower Darling Alluvium | all groundwater contained within alluvial sediments of Quaternary age below the surface of the ground | 2.23 | 2.23 |
Murray Alluvium water resource plan area (GW8) | ||||
28 | Billabong Creek Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 7.50 | 7.50 |
29 | Lower Murray Shallow Alluvium | all groundwater contained within all alluvial sediments below the surface of the ground, to a depth of 20 metres | 81.9 | 81.9 |
30 | Lower Murray Deep Alluvium | all groundwater contained within all unconsolidated alluvial sediments deeper than 20 metres below the ground surface | 88.9 | 88.9 |
31 | Upper Murray Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 14.1 | 14.1 |
Murrumbidgee Alluvium water resource plan area (GW9) | ||||
32 | Lake George Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 1.27 | 1.27 |
33 | Lower Murrumbidgee Shallow Alluvium | all groundwater contained within the alluvial sediments to a depth of 40 metres or to the bottom of the Shepparton Formation, whichever is the deeper | 26.9 | 26.9 |
34 | Lower Murrumbidgee Deep Alluvium | all groundwater contained within the Calivil Formation and Renmark Group unconsolidated alluvial sediments greater than a depth of 40 metres | 273.6 | 273.6 |
35 | Mid‑Murrumbidgee Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 53.5 | 53.5 |
Lachlan Alluvium water resource plan area (GW10) | ||||
36 | Belubula Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 2.88 | 2.88 |
37 | Lower Lachlan Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 123.4 (The Water Sharing Plan for the Lower Lachlan Groundwater Source 2003 of New South Wales will reduce the long‑term average limit to 117 GL by June 2018.) | 117.0 |
38 | Upper Lachlan Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 94.2 | 94.2 |
NSW Murray‑Darling Basin Fractured Rock water resource plan area (GW11) | ||||
39 | Adelaide Fold Belt MDB | all groundwater, excluding groundwater in item 22 | 3.61 | 6.90 |
40 | Kanmantoo Fold Belt MDB | all groundwater, excluding groundwater in items 22, 26, 27, 33, 34 and 37 | 8.91 | 18.7 |
41 | Lachlan Fold Belt MDB | all groundwater, excluding groundwater in items 23, 24, 25, 26, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 42, 45, 47, 48, 49, 50, 51, 52, 53, 57, 60 and 62 | 142.4 | 259.0 |
42 | Orange Basalt | all groundwater contained within all basalt of Cenozoic age and all unconsolidated alluvial sediments | 10.7 | 10.7 |
43 | Young Granite | all groundwater | 7.11 | 7.11 |
44 | Inverell Basalt (GS18) | all groundwater contained within all basalt of Cenozoic age and all unconsolidated alluvial sediments | 4.15 | 4.15 |
45 | Liverpool Ranges Basalt MDB (GS22) | all groundwater contained within all basalt of Cenozoic age and all unconsolidated alluvial sediments | 2.16 | 2.16 |
46 | New England Fold Belt MDB (GS37) | all groundwater excluding groundwater in items 44, 45, 58, 59, 60, 61, 63, 64 and 65 | 32.9 | 55.1 |
47 | Warrumbungle Basalt (GS49) | all groundwater contained within all basalt of Cenozoic age and all unconsolidated alluvial sediments | 0.55 | 0.55 |
Macquarie‑Castlereagh Alluvium water resource plan area (GW12) | ||||
48 | Bell Valley Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 3.29 | 3.29 |
49 | Castlereagh Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground, except water contained within the unconsolidated alluvial sediments between the top of the high banks of the river | 0.62 | 0.62 |
50 | Coolaburragundy–Talbragar Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 3.47 | 3.47 |
51 | Cudgegong Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 2.53 | 2.53 |
52 | Lower Macquarie Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 70.7 GL minus the portion of the limit under the Water Sharing Plan for the Lower Macquarie Groundwater Sources 2003 of New South Wales that applies to water taken from the Jurassic Sandstone of the Great Artesian Basin | 70.7 GL minus the portion of the limit under the Water Sharing Plan for the Lower Macquarie Groundwater Sources 2003 of New South Wales that applies to water taken from the Jurassic Sandstone of the Great Artesian Basin |
53 | Upper Macquarie Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 17.9 | 17.9 |
NSW Great Artesian Basin Shallow water resource plan area (GW13) | ||||
54 | NSW GAB Surat Shallow | all groundwater contained within: (a)all geological formations to a depth of 60 metres below the surface of the ground; and (b)all unconsolidated alluvial sediments; excluding groundwater in items 57 and 62 | 6.57 | 15.5 |
55 | NSW GAB Warrego Shallow | all groundwater contained within: (a)all geological formations to a depth of 60 metres below the surface of the ground; and (b)all unconsolidated alluvial sediments; excluding groundwater in item 26 | 0.65 | 33.4 |
56 | NSW GAB Central Shallow | all groundwater contained within: (a)all geological formations to a depth of 60 metres below the surface of the ground; and (b)all unconsolidated alluvial sediments; excluding groundwater in item 26 | 0.25 | 8.83 |
Namoi Alluvium water resource plan area (GW14) | ||||
57 | Lower Namoi Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 88.3 | 88.3 |
58 | Manilla Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 1.23 | 1.23 |
59 | Peel Valley Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 9.34 | 9.34 |
60 | Upper Namoi Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 123.4 | 123.4 |
61 | Upper Namoi Tributary Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 1.77 | 1.77 |
Gwydir Alluvium water resource plan area (GW15) | ||||
62 | Lower Gwydir Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 33.0 | 33.0 |
63 | Upper Gwydir Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 0.72 | 0.72 |
NSW Border Rivers Alluvium water resource plan area (GW18) | ||||
64 | NSW Border Rivers Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 8.40 | 8.40 |
65 | NSW Border Rivers Tributary Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 0.41 | 0.41 |
Queensland | ||||
Queensland Border Rivers‑Moonie water resource plan area (GW19) | ||||
66 | Queensland Border Rivers Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 14.0 | 14.0 |
67 | Queensland Border Rivers Fractured Rock | all groundwater contained within all igneous and metamorphic rocks, excluding groundwater in item 66 | 10.1 | 10.5 |
68 | Sediments above the Great Artesian Basin: Border Rivers‑Moonie | all groundwater contained within all consolidated sediments above the Great Artesian Basin, excluding groundwater in item 66 | 0.14 | 46.9 |
69 | St George Alluvium: Moonie | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 0.01 | 0.69 |
Condamine‑Balonne water resource plan area (GW21) | ||||
70 | Condamine Fractured Rock | all groundwater contained within all igneous and metamorphic rocks | 0.81 | 1.48 |
71 | Queensland MDB: deep | all groundwater in aquifers below the Great Artesian Basin | 0 | 100.0 |
72 | Sediments above the Great Artesian Basin: Condamine–Balonne | all groundwater contained within all consolidated sediments above the Great Artesian Basin | 0.66 | 18.1 |
73 | St George Alluvium: Condamine–Balonne (shallow) (GS61a) | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground excluding groundwater in item 74 | 0.77 | 27.7 |
74 | St George Alluvium: Condamine–Balonne (deep) | all groundwater contained within the lower part of all unconsolidated alluvial sediments occupying the Dirranbandi Trough that lies below the middle leaky confined bed | 12.6 | 12.6 |
75 | Upper Condamine Alluvium (Central Condamine Alluvium) | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 81.4 | 46.0 |
76 | Upper Condamine Alluvium (Tributaries) | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 45.5 | 40.5 |
77 | Upper Condamine Basalts | all groundwater contained within all volcanic (basalt) rocks | 79.0 | 79.0 |
Warrego‑Paroo‑Nebine water resource plan area (GW22) | ||||
78 | Sediments above the Great Artesian Basin: Warrego–Paroo–Nebine | all groundwater contained within all consolidated sediments above the Great Artesian Basin | 1.21 | 99.2 |
79 | St George Alluvium: Warrego–Paroo–Nebine | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 0.12 | 24.6 |
80 | Warrego Alluvium | all groundwater contained within all unconsolidated alluvial sediments below the surface of the ground | 0.70 | 10.2 |
Schedule 5—Enhanced environmental outcomes referred to in paragraph 7.09(e)
See paragraph 7.09(e).
The outcomes listed below are ones that will be pursued under the Commonwealth’s program to increase the volume of water resources available for environmental use by 450 GL per year.
The outcomes that will be pursued are:
further reducing salinity levels in the Coorong and Lower Lakes so that improved water quality contributes to the health of macroinvertebrates, fish and plants that form important parts of the food chain, for example:
maximum average daily salinity in the Coorong South Lagoon is less than 100 grams per litre; and
maximum average daily salinity in the Coorong North Lagoon is less than 50 grams per litre; and
average daily salinity in Lake Alexandrina is less than 1000EC for 95% of years and 1500EC all of the time;
keeping water levels in the Lower Lakes above 0.4 metres AHD for 95% of the time and above 0.0 metres AHD at all times to help maintain flows to the Coorong, prevent acidification, prevent acid drainage and prevent riverbank collapse below Lock 1;
ensuring the mouth of the River Murray is open without the need for dredging in at least 95% of years, with flows every year through the Murray Mouth Barrages;
exporting 2 million tonnes per year of salt from the Murray‑Darling Basin as a long‑term average;
increasing flows through the barrages to the Coorong and supporting more years where critical fish migrations can occur;
in conjunction with removing or easing constraints, providing opportunities for environmental watering of an additional 35,000 ha of floodplain in South Australia, New South Wales and Victoria, improving the health of forests and fish and bird habitat, improving the connection to the river, and replenishing groundwater; and
achieving enhanced in‑stream outcomes and improved connections with low to middle level floodplain and habitats adjacent to rivers in the southern Murray‑Darling Basin.
The environmental outcomes in this Schedule reflect the results of the 3200 GL per year modelling with relaxed constraints scenario reported in: MDBA (Murray‑Darling Basin Authority) 2012, Hydrologic modelling of the relaxation of operational constraints in the southern connected system: Methods and results, MDBA publication no: 76/12, Murray‑Darling Basin Authority, Canberra. http://download.mdba.gov.au/altered‑PBP/Hydrologic‑modelling‑relaxed‑constraints‑October‑2012.pdf
Schedule 6—Default method for calculation of supply contribution
See section 7.15.
Part 1—Description
S6.01 Simplified outline
This Schedule sets the default method by which the supply contribution is calculated for Chapter 7.
Section 7.15 sets out circumstances in which an alternative method may be used.
The method is summarised as follows:
identify the hydrological model of the Basin that is to be used for the calculations (the benchmark model—this is the model that was used to arrive at the unadjusted SDL, with some modifications);
identify the indicator sites and regions that are to be used in applying the method (these will be chosen to be representative, while ensuring that areas of high ecological value are given due weight);
identify the flow regime characteristics that are to be used as a measure of environmental outcomes, and that are to be measured or assessed in relation to those indicator sites;
calculate the benchmark environmental outcomes;
identify the method of comparison between the benchmark environmental outcomes and another set of environmental outcomes—this will use a scoring method, including preference curves and weightings for environmental significance. A higher score will represent a preferable environmental outcome;
identify the limits of changes in score or outcome that ensure that supply contributions maintain environmental outcomes within identified limits;
calculate the supply contribution as follows:
choose a test supply contribution of an amount that is likely to be smaller than the actual supply contribution;
calculate the environmental outcomes that result from applying the model under the assumptions of:
the benchmark conditions of development with the addition of the relevant notified measures;
a repeat of the historical climate conditions;
consumptive use of water at the levels of the unadjusted SDL adjusted by the test supply contribution;
compare the environmental outcomes against the benchmark environmental outcomes and assess whether the score is equivalent or higher;
ensure that requirements of section 7.15 of the Basin Plan in relation to the supply contribution are satisfied;
repeat with successive test supply contributions until the largest contribution is found that still results in an equivalent or higher score;
the supply contribution is equal to that test contribution.
Part 2—Method
S6.02 Benchmark model
The benchmark model run will comprise the MDBA model run 847, described in MDBA 2012a, with refinements to:
adjust the overall reduction from 2800 GL/year to 2750 GL/year;
incorporate appropriate rules for delivery of water from the Lower Lakes into the Coorong, including relating Lake level to release volumes;
incorporate Upper South East inflows as at 30 June 2009;
incorporate updated environmental watering event time‑series for without development and baseline model runs in the environmental event selection tool;
remove the operation of the Living Murray works and use the component of the Living Murray water that was used by the works for floodplain outcomes;
incorporate environmental demand sequences that manage for maximum dry spell as well as frequency; and
set environmental flow demands for the Goulburn River consistent with the flow event targets described in MDBA 2012a.
Refinements to the MDBA model run 847 will be undertaken in consultation with Basin jurisdictions through the Basin Officials Committee.
The benchmark pattern of reliability of supply to entitlement holders for subparagraph 7.15(1)(d) is that provided for in the benchmark model run.
A supply contribution assessed against the benchmark model run under this method:
will incorporate the relevant notified measures, which may include:
new works or measures not included in the benchmark model; or
As the Living Murray works and measures have been removed from the benchmark model under S6.02(1)(e) above, the full benefit of them can be considered for an SDL adjustment.
existing works and measures to the extent that they can be further optimised; and
This includes policy settings incorporated in or assumed for the purposes of the benchmark modelling run.
must take into account the following policy settings included in the benchmark model to the extent that, at the time the method is applied, the specific settings used in the benchmark model are not expected to be, or were not, implemented by 2019:
crediting of environmental return flows for downstream environmental use; and
the ability to call held environmental water from storage during un‑regulated flow events.
In finalising these policies, Basin States and the Commonwealth would need to ensure any associated third party impacts associated with these policies are assessed and addressed as appropriate.
S6.03 Indicator sites and regions that are to be used
The indicator sites, and corresponding river reaches and associated floodplains, that are to be used are those used in the development of the Environmentally Sustainable Level of Take (ESLT) method (the ESLT method) for which detailed assessments of environmental water requirements were done.
Refer to MDBA 2011, 2012a, 2012b.
Each reach is to incorporate one hydrologic indicator site (HIS) used in the ESLT method for which detailed assessments of environmental water requirements were done.
The ESLT method involved detailed assessments at 24 sites/reaches across the Basin: refer to MDBA 2012b.
The regions to be used are:
the Northern Basin region, which includes all rivers in the Basin upstream of the upstream extent of the Menindee Lakes; and
the Southern Basin region, which includes the River Murray upstream of the boundary of the Coorong, Lower Lakes and Murray Mouth Ramsar site and all connected tributaries apart from the Northern Basin; and
2 disconnected rivers regions, the Lachlan and Wimmera Rivers, if supply contributions are proposed within these valleys.
The Coorong, Lower Lakes and Murray Mouth Ramsar site cannot be scored in the same way as other sites and reaches. Paragraph S6.07(c) provides limits for changes in score or outcomes for this site.
S6.04 Things that are to be measured or assessed
The flow regime characteristics, assessed against the flow event targets in the ESLT method, to be assessed are:
frequency with which flow events occur; and
length of dry spells (i.e. intervals between watering events).
Scores are to be generated for each flow regime characteristic:
at the reach scale; and
at the region scale.
The benchmark environmental outcomes are those scores calculated in accordance with this section based on the application of the method set out in this Schedule for the benchmark model.
S6.05 Ecological elements of the scoring method
Science based, independently reviewed, fit for purpose preference curves will be used in the method.
Preference curves describe a relationship between environmental outcome and a flow statistic such as frequency or dry spell. For example, achievement of a target frequency of inundation may score 100 points, with this score reducing towards zero for frequencies below the achievement of the target.
Science based, independently reviewed, fit for purpose metrics for weighting environmental significance of the flood dependent area will be used in the method.
The choice of preference curves and metrics and weightings for environmental significance will involve both scientific advice and consultation with Basin jurisdictions and be those regarded as the best available for the method.
The metrics to be used for weighting environmental significance in subsection (2) may include consideration of the following:
water‑dependent ecosystems that:
are formally recognised in international agreements or, with environmental watering, are capable of supporting species listed in those agreements; or
are natural or near‑natural, rare or unique; or
provide vital habitat; or
support Commonwealth, State or Territory listed threatened species or communities; or
support, or with environmental watering are capable of supporting, significant biodiversity;
the relative area of water‑dependent ecosystems in the reach inundated under the flow event target;
ecosystem functions provided by the flow regimes.
S6.06 How the method is to be applied
The method is based on the achievement of the same overall environmental scores for each region under:
the benchmark model run; and
a run with an SDL adjusted for the supply contribution together with the improved environmental outcomes associated with the supply measures being considered.
For any model run the score for each reach, and cumulatively the overall score, is that resulting from the following steps:
calculate the flow event frequency and dry spell statistics from the modelling;
convert that calculation to a measure of environmental outcome by the application of preference curves;
combine flow event frequency and dry spell measures of environmental outcome according to a science based, independently reviewed, fit for purpose rules‑based approach, to derive a single measure for each flow target;
weight by the environmental significance of the various components of the flood dependent area in each reach;
combine, according to a science based, independently reviewed, fit for purpose approach, the scores for each flow event target to ascertain the score for the reach; and
combine the scores for all reaches within a region to ascertain the score for the region.
Scoring will need to occur separately for areas with environmental works and for areas without works and then combined within the scoring method.
Hydrologic modelling under the method to establish a supply contribution will start with the benchmark environmental flow events and these will only be modified as necessary to reflect the outcomes of the proposal and potential supply contribution.
The supply contribution method can be applied to all surface water SDL resource units within the Basin.
The method may be applied using separate modelling runs for the northern and southern Basin, or parts thereof, as necessary to determine relevant supply contributions. For example, if there are no proposed supply contribution measures for a tributary, it would not be necessary to develop scoring metrics for that tributary provided that the in‑valley recovery volume is maintained.
S6.07 Limits of changes in score or outcomes
The following limits of change in score or outcome will apply in the method under the historic climate conditions:
for each region of the Basin—no reduction in the benchmark environmental outcome scores, although some reductions in individual elements may be permitted if they are offset by increases in other elements;
for each reach:
where the benchmark model run achieves or exceeds the target frequency range for a flow indicator, achievement of the target frequency range must be retained and the frequency result must not vary by more than 10% of the benchmark result; and
where the benchmark model run does not achieve the target frequency range for a flow indicator, the frequency result must not vary by more than 10% of the benchmark result, and not fall below the baseline model result; and
where the benchmark model run provides little improvement in frequency for a flow indicator (less than 50% progress toward the target range from the baseline model result), the frequency result must not vary by more than 15% of the benchmark result, and not fall below the baseline model result; and
Where a flow indicator exceeds these limits of change, but other indicators at the site are within the limits of change, modelling under the method will redistribute the use of environmental water amongst flow indicators to balance outcomes with respect to subparagraphs (i) to (iii). Consistent with section S6.06(3) redistribution of environmental water will occur to the minimum extent necessary to ensure that the limits of change are met and not to otherwise affect environmental flow outcomes in the benchmark model.
where a supply measure or combination of measures can achieve the ecological outcomes sought by the plan as represented by an ecological target or targets, and a flow indicator or indicators and associated benchmark model results, then subparagraphs (i) to (iii) do not apply to that flow indicator or indicators;
for the Coorong, Lower Lakes, Murray Mouth—maintenance or improvement of the following:
Lake Alexandrina salinity: less than 1500EC for 100% of the time and less than 1000EC for 95% of days;
Barrage flows: greater than 2000 GL per year on a three year rolling average basis with a minimum of 650 GL in any year, to be achieved for 95% of years;
Barrage flows: greater than 600 GL over any two year period, to be achieved for 100% of the time;
Coorong salinity: South Lagoon average daily salinity less than 100 grams per litre for 96% of days;
Mouth openness: Mouth open to an average annual depth of 1 metres (‑1.0 m AHD) or more for at least 90% of years and 0.7 metres (‑0.7 m AHD) for 95% of years;
for all base flows and fresh requirements within each reach—no reduction in outcomes achieved in the benchmark run.
These limits of change are for the purpose of modelling SDL adjustment and do not necessarily represent environmental watering or management targets.
References
For this Schedule:
MDBA 2011, The proposed “environmentally sustainable level of take” for surface water of the Murray‑Darling Basin: Methods and outcomes, MDBA publication no: 226/11, Murray‑Darling Basin Authority, Canberra.
MDBA 2012a, Hydrologic modelling to inform the proposed Basin Plan: Methods and results, MDBA publication no: 17/12, Murray‑Darling Basin Authority, Canberra.
MDBA 2012b, Assessing environmental water requirements for the Basin’s rivers, Murray‑Darling Basin Authority website, Canberra, http://www.mdba.gov.au/draft‑basin‑plan/science‑draft‑basin‑plan/assessing‑environmental‑water‑requirements.
Schedule 6A—Calculation of SDL adjustment amounts
See Schedule 2, and the definition of SDL adjustment amount in section 6.05A.
Part 1—Preliminary
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