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Erschienen in: Hydrogeology Journal 1/2005

01.03.2005 | Paper

Applicability and methodology of determining sustainable yield in groundwater systems

verfasst von: Frans R. P. Kalf, Donald R. Woolley

Erschienen in: Hydrogeology Journal | Ausgabe 1/2005

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Abstract

There is currently a need for a review of the definition and methodology of determining sustainable yield. The reasons are: (1) current definitions and concepts are ambiguous and non-physically based so cannot be used for quantitative application, (2) there is a need to eliminate varying interpretations and misinterpretations and provide a sound basis for application, (3) the notion that all groundwater systems either are or can be made to be sustainable is invalid, (4) often there are an excessive number of factors bound up in the definition that are not easily quantifiable, (5) there is often confusion between production facility optimal yield and basin sustainable yield, (6) in many semi-arid and arid environments groundwater systems cannot be sensibly developed using a sustained yield policy particularly where ecological constraints are applied. Derivation of sustainable yield using conservation of mass principles leads to expressions for basin sustainable, partial (non-sustainable) mining and total (non-sustainable) mining yields that can be readily determined using numerical modelling methods and selected on the basis of applied constraints. For some cases there has to be recognition that the groundwater resource is not renewable and its use cannot therefore be sustainable. In these cases, its destiny should be the best equitable use.

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Fußnoten
1
In administratively defined but geologically unbounded groundwater areas or zones the flows would also include lateral inflow and outflow through the up and down gradients of the aquifer system.
 
2
A suggested distinction is made here between capture and interception. Abstraction could intercept outflow from discharge components (evapotranspiration, springs, potential base flow) since this flow originates from natural aquifer recharge or it could capture natural recharge and stream runoff and baseflow/lake and wetland surface water since these components originate (except baseflow) outside of the groundwater system. The word interception makes a distinction that this refers to taking groundwater flow that originated as natural recharge. (intercept: to take or seize on the way from one place to another, cut off from the intended destination- Macquarie Dictionary)
 
3
Note that abstraction interception of natural outflow means that an equivalent volume of natural inflow (recharge) is eventually captured.
 
4
Where there is a partial return through percolation of pumping for irrigation P s would represent the net abstraction.
 
5
This is similar to the Maximum Stable Basin Yield (Freeze 1971; Freeze and Cherry 1979).
 
6
Seepage rates that are controlled entirely by stream stage and streambed permeability with water tables (potentiometric surfaces) below the streambed bottom.
 
7
Note that Ppm, Pd, Ps3, Ps2, Ps1 are starting values only on the vertical axis with each curve representing the storage depletion rate that ultimately reaches zero at equilibrium but a constant value for the particular partial mining (non-equilibrium) conditions. For each sustainable rate, the area under each curve is the sustenance storage required to reach equilibrium.
 
8
Such analysis could also consider changes in land usage that affect the hydrological water balance.
 
9
It is true to say, however, that a well field would be less desirable at this location, since simulation indicates that it would create considerably more drawdown than for the Case I and Case II before reaching equilibrium.
 
10
If recharge is eliminated from the numerical model (Bredehoeft 2004) then so too must discharge under pre-development conditions. In this case, the numerical model would always default to a mining yield case (no equilibrium could be achieved) unless there is sufficient surface water available in the form of stream depletion say to sustain the basin abstraction.
 
11
This runoff would be generated from the hills of hard rock surrounding the alluvial aquifer and could also include baseflow from this area. Groundwater in the hard rock could be considered for the most part to be part of the unrecoverable storage as given in this paper.
 
12
In this case, the sustenance storage used to achieve equilibrium can be calculated to be up to 3% of the total storage for this example.
 
13
For example, in the commercially available Modflow-Surfact code (Hydrogeologic 1996a) maximum drawdown can be set in the production facility or facilities so that these levels are not exceeded during the simulation by automatically reducing respective pumping rates during the simulation.
 
14
Such output is currently not readily available in convenient files for plotting in most MODFLOW packages—developers should address this deficiency.
 
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Metadaten
Titel
Applicability and methodology of determining sustainable yield in groundwater systems
verfasst von
Frans R. P. Kalf
Donald R. Woolley
Publikationsdatum
01.03.2005
Erschienen in
Hydrogeology Journal / Ausgabe 1/2005
Print ISSN: 1431-2174
Elektronische ISSN: 1435-0157
DOI
https://doi.org/10.1007/s10040-004-0401-x

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