Water resources - Management and Development - Tasmania
Basin & Surface Water Management Area: Coal River
Introduction
As resource demands and pressure increases so to do the requirements of both management and information needs. Outlined below are the key issues facing the region as determined by the State / Territory water management agency.
What is the estimated demand for surface water in Coal River?
| Use and Sustainable Yield | |
|---|---|
Comment about sustainable yield figure: | Sustainable yield was calculated by taking the difference between the annual median flow and the estimated environmental flow. The method of determininong the environmental flow is set out below The NLWRA's Environmental Flows Method (for Use in The National Land and Water Resources Audit Only) The following method has been developed for application in the Tasmanian section of the National Land and Water Resources Audit (NLWRA) only. While the method is broadly based upon that of Tennant (Tennant, 1976; also known as the Montana Method) it is only being used as an expedient means of assessing environmental water requirements for the Audit. The estimates should not be taken to represent true environmental water requirements. Tennants method is based upon a consideration of annual average flow, basically allocating proportions of this flow to a summer and a winter period as average flow requirements for habitat maintenance. Various categories of narrative description (or habitat protection) have been used by Tennant to determine the appropriate proportion for a given purpose. His categories include Outstanding, Excellent, Good, Fair or Degrading, Poor or Minimum and Severe Degradation. The method appears to provide elevated summer flows compared with those which might be expected in Australia possibly as a result of snow-melt dominance in America. These discrepancies appear to occur as the result of the application of proportions to annual average flows to estimate summer flow requirements. In Tasmania the method has been used in a variety of modified forms including application of proportions to monthly or seasonal flow regimes. Results from these analyses have also been compared with more detailed estimates based upon the Instream Flow Incremental Methodology (Bovee, 1982). However, at this time there is insufficient information to adopt a particular narrative description category for common use. Indications are that an Excellent category may be suitable. Under the NLWRA it is necessary to consider both an annual period of flows as well as a critical period. In Tasmania, the critical period for most purposes occurs over summer and has been adopted as December 1st to April 30th inclusive. Issues in the adoption of a modified method are therefore:
Habitat Protection Category For the purposes of the NLWRA's Method the Good category has been adopted. This category has been adopted as a conservative means of identifying stressed river systems. While comparison of Tennant method estimates with IFIM estimates at a few sites indicates that an Excellent category could be chosen it is important to recognise the transient nature of the method adopted here. Summer Flow Discrepancies The apparent over-estimates of summer flow requirements using Tennants Method appear to arise as a result of the use of a proportion of annual average flow. The easiest way to overcome this is to utilise Tennants proportions on the relevant critical period flow. Since we are interested in the typical critical period flow, a median flow has been adopted rather than the mean. In many cases these figures will be similar, however, in stream subject to significant variations in flow, median flows would always be preferred. Use of the Results The NLWRA's Method has been developed only for the purposes of the National Land and Water Resources Audit. Nevertheless, the estimates could also be used as a simple means of assessing the stress that river systems are under in Tasmania as an aid in the prioritising more detailed environmental flows work. Summary of the Method
References Bovee, K.D., 1982 A guide to instream habitat analysis using the instream flow incremental methodlogy U.S. Fish and Wildlife Service Biological Services Program FWS/OBS-82/26, Instream flow information paper 12. 248 p. Tennant, D., 1976 Fisheries, Vol. 1, Issue 4 pp359 373 |
Sustainable yield (ML/yr): | 26,271 |
Threshold year for sustainable year: | no data |
Diversion Volume 1996 (ML): | 3,231 |
Current resource development categorisation: | LOW DEVELOPMENT |
| Estimated in 2020 | |
|---|---|
Estimated use in 2020(ML): | 6,300 |
% change from 1996: | 95 |
Resource development categorisation: | LOW DEVELOPMENT |
| Estimated in 2050 | |
|---|---|
Estimated use in 2050(ML): | 9,300 |
% change from 1996: | 188 |
Resource development categorisation: | MEDIUM DEVELOPMENT |
How was this assessment undertaken in the Coal River Surface Water Management Area?
Development Potential:
The principle data source currently available to the State for use in assessing development potential for irrigation is farm dam growth. Unfortunately this information could not be broken down to a surface water management area (SWMA) level but was only available on a State scale. Due to the coarsness of this information it was not considered to be particularly suitable as a tool at SWMA level for estimating growth. The other source of information available was from a joint study project by the Australian Academy of Technological Science and Engineering and the Insitution of Engineers Australia titled "Water and the Australian Economy April 1999"(ISBN 1875618 50 3). This report arrived at a growth rate of 1.3 percent for Tasmania. It was found that the information available on farm dam growth inn the State and some landholder estimates in relation to theire future irrigation requirements generally supported this growth. Currently in the State there are a number of proposals for large storage development and some interbasin diversions. For the Coal, there is currently a proposal to utilise water in the SEIS from the Derwent River. Water from the Derwent is proposed to come from the Hobart Water Authority pipeline to a saddle dam and then gravitation to Stage 2 of the SEIS). This will improve the overall reliability of supply for the SEIS and is expected to commence in the Augustyear 2000. It was assumed that domestic demand on a State and SWMA basis would remain static. Population growth has not been predicted to 2050 and indeed ABS actually forcast a negative growth. Industrial growth cannot be forecast accurately either at a State or SWMA level with any degree of assurity at this stage without further studies. It is envisaged that growth will occur in the State but reliable data is not available to predict this with any degree of accuracy.
Estimated Use:
Developed potential for use was assessed on the basis of a 1.3 percent growth rate applied to the use estimate for 1996/97.
Developed potential for use was assessed on the basis of a 1.3 percent growth rate applied to the use estimate for 1996/97. Reliability of the 1.3 % growth is unknown.
Developed Yield:
Details on potential infrastructure development were not available for use in the Audit. However for the purposes of the Audit, the assumption adopted was that infrastructure could be developed to meet the demand forecast. Hence developed yield for years 2020 and 2050 were taken as the forecast use rounded up to the next 1000 megalitres.
Management goals and objectives:
1 Essential needs of town water supplies and stock and domestic needs, 2 Ecosystem needs,
3 Supply of water for irrigation and non essential town supply purposes eg parks and gardens,
See TAS Water Resources Assessment 2000 Report and Water Resources Assessment 2000 Technical Report for comment on methods and assumptions.
| Current 2000 | Desired 2000 | Desired 2020 | Desired 2050 | |
|---|---|---|---|---|
Management information | ||||
Scale of allocation planning | CATCHMENT | CATCHMENT | ||
Inputs to allocation | MODELLING AND RESOURCE | DETAILED RESOURCE INVESTIGATION | ||
Type of monitoring - quantity | LIMITED OR NONE | COMPREHENSIVE MONITORING | ||
Type of monitoring - quality | SALINITY AND OTHER LIMITED PARAMETERS | COMPREHENSIVE MONITORING | ||
Distribution efficiency (H,M,L) | HIGH | HIGH | ||
Use efficiency (H,M,L) | MEDIUM | HIGH | ||
Resource management efficiency (H,M,L) | HIGH | HIGH | ||
Degree of licensing | ALL MAJOR USES | ALL USES | ||
Water trading (None, Limited, Significant) | SIGNIFICANT | SIGNIFICANT | ||
Mechanism of trading | ||||
Volume traded (ML/yr) | no data | no data | no data | |
Number of transactions | ||||
Inter-basin transfers | NONE | NONE | ||
Volume transferred (ML/yr) | no data | no data | no data | |
Environmental allocation category:
| no data |
Comments on Management Responses in the Coal River Surface Water Management Area
Current Management Response:
Desired (Current) Management Response:
2020 Management Response:
See database
2050 Management Response:
See database
See TAS Water Resources Assessment 2000 Report for comment on management responses.
Assessment of Monitoring
Efficacy of the network:
This SWMA like many others ins the State has a resoursing problem in relation to providing good quality and long term data.
Data management requirements:
Information from streamflow and water quality monitoring stations will need to be put into streamflow database (Hydro) and water usage information into water management data base (WIMS). These two systems need to be linked to GIS to provide a better management focus for this data.
Protective management:
Not applicable
Options for monitoring:
There is a clear need for Commonwealth assistance under some form of partnership arrangement with the State to provide resources to address information gaps part. This would better position the State for providing better information for future Audits.
See TAS Water Resources Assessment 2000 Technical Report for an assessment of monitoring
Data Availability, Gaps and Recommendations
Data Availability:
There were 4 stream gauging stations in the SWMA with varying periods of records ranging fom 11 years to 29 years (Coal River at Baden being the longest).
The annual surface water use for the SWMA is 1814 megalitres. This is a reasonable estimate as the majority of water in the area is used is by the South East Irrigation Scheme which is metered.
Current Gaps and Recommendations:
Data Gaps: The following have been identified as gaps in data:
1. Base line water quality information has only been gathered since 1995. This needs to be continued to provide a long term picture on water quality
2. There is only one long term water quality measuring station in the SWMA. The density of the information needed to be gathered requires reviewing.
3. State of River (SOR) reports to report on the environmental integrity of rivers and streams in the area.
4. Assumptions used in Review 85 for determining divertible yield
5. Information on environmental water requirements was approximate due to Audit needs for a very quick estimate.These will be refined by current studies to be finalised over next two years.
Recommendations:
1. Review baseline water quality network
2. Continue SOR reporting on a 10 year report ing basis.
3. Re estimate divertible yield for the SWMA.
Future Gaps:
To properly estimate future demands would require very detailed analysis and take considerable time. Such estimates would be subject to changes in market forces, community expectations and government policy change.
From a water resource development viewpoint, Tasmania is commencing the start of another growth period with considerable interest in irrigation expansion and storage development. Unfortunately estimates of this likely growth could not be made in time to meet Audit deadlines.
All estimates of developed yield and growth provided in this report are very approximate and are not generally considered to be satisfactory at this stage for long term planning for the State. For the purpose of long term planning a more rigorous estimate for long term growth would have to be made.
See TAS Water Resources Assessment 2000 Technical Report for a review of data availability,gaps and recommendations.
Further information
- Tasmania Water Resources Assessment 2000 Technical Report
- Link to data available for download on the Surface Water Management Areas
- Link to the Map Maker to make a map using this information.
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