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Climate change and water resources in the Murray Darling Basin ...

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ABARE CONFERENCE PAPER 02.11<br />

The third part of <strong>the</strong> hydrology component determ<strong>in</strong>es ground <strong>water</strong> discharge <strong>in</strong>to streams<br />

<strong>and</strong> <strong>in</strong>to <strong>the</strong> l<strong>and</strong>scape <strong>in</strong> <strong>the</strong> form of high <strong>water</strong> tables. The equilibrium response time of<br />

a ground <strong>water</strong> flow system is <strong>the</strong> time it takes for a <strong>change</strong> <strong>in</strong> <strong>the</strong> rate of recharge to be<br />

fully reflected <strong>in</strong> a <strong>change</strong> <strong>in</strong> <strong>the</strong> rate of discharge. The equilibrium response time does<br />

not reflect <strong>the</strong> actual flow of <strong>water</strong> through <strong>the</strong> ground <strong>water</strong> system but <strong>the</strong> transmission<br />

of <strong>water</strong> pressure.<br />

Assum<strong>in</strong>g <strong>the</strong> contributions of recharge are additive <strong>and</strong> uncorrelated over time, it is possible<br />

to model gross discharge directly, <strong>the</strong>reby avoid<strong>in</strong>g <strong>the</strong> need to explicitly model ground<br />

<strong>water</strong> levels. In <strong>the</strong> approach adopted here, total discharge rate D <strong>in</strong> year t is a logistic<br />

function of a mov<strong>in</strong>g average of recharge rates <strong>in</strong> <strong>the</strong> current <strong>and</strong> earlier years accord<strong>in</strong>g to:<br />

(3)<br />

Dt () = R(<br />

0)+<br />

t<br />

∑<br />

i= t−m Ri () − Ri ( −1)<br />

1 + exp v −i<br />

/ v<br />

[ ( half ) slope]<br />

where R(0) is <strong>the</strong> <strong>in</strong>itial equilibrium recharge rate, m is <strong>the</strong> number of terms <strong>in</strong>cluded <strong>in</strong><br />

<strong>the</strong> mov<strong>in</strong>g average calculation, <strong>and</strong> ν half <strong>and</strong> ν slope are <strong>the</strong> time response parameters. The<br />

mov<strong>in</strong>g average formulation allows <strong>the</strong> accumulated impacts of past l<strong>and</strong> use <strong>change</strong> to<br />

be <strong>in</strong>corporated, as well as to model prospective <strong>change</strong>s.<br />

Ground <strong>water</strong> response times with<strong>in</strong> <strong>the</strong> <strong>Murray</strong> Darl<strong>in</strong>g Bas<strong>in</strong> vary substantially. In <strong>the</strong><br />

upl<strong>and</strong> areas, <strong>the</strong>re tends to be greater hydraulic head <strong>and</strong> shorter lateral flow distances to<br />

<strong>the</strong> po<strong>in</strong>t of discharge, predom<strong>in</strong>antly <strong>in</strong>to small streams. Average equilibrium response<br />

times <strong>in</strong> <strong>the</strong>se areas range between 60 <strong>and</strong> 120 years. In <strong>the</strong> low ly<strong>in</strong>g catchment areas,<br />

where <strong>the</strong>re is very little hydraulic head <strong>and</strong> lateral flow distances are long, equilibrium<br />

response times can be well <strong>in</strong> excess of 1000 years. In established irrigation areas <strong>the</strong> soil<br />

can be saturated <strong>and</strong> <strong>the</strong> ground <strong>water</strong> system nearly pressurised. Equilibrium response<br />

times under <strong>the</strong>se conditions are much faster, of <strong>the</strong> order of twenty to forty years.<br />

Agroeconomic component<br />

Changes <strong>in</strong> <strong>water</strong> availability, quality <strong>and</strong> <strong>the</strong> emergence of high <strong>water</strong> tables all have an<br />

impact on agricultural productivity. The agroeconomic component of <strong>the</strong> model seeks to<br />

maximise <strong>the</strong> returns to agriculture under <strong>the</strong> current conditions of <strong>the</strong> resource base. The<br />

management problem considered <strong>in</strong> <strong>the</strong> agroeconomic component of <strong>the</strong> model is that of<br />

maximis<strong>in</strong>g <strong>the</strong> economic return from <strong>the</strong> use of agricultural l<strong>and</strong> by choos<strong>in</strong>g between<br />

alternative steady state l<strong>and</strong> use activities <strong>in</strong> each year. Five l<strong>and</strong> use activities are considered<br />

— irrigated crops, irrigated pasture, irrigated horticulture, dryl<strong>and</strong> crops <strong>and</strong> dryl<strong>and</strong><br />

pasture.<br />

Each l<strong>and</strong> management unit is assumed to allocate its available l<strong>and</strong> each year between<br />

<strong>the</strong> above activities to maximise <strong>the</strong> net return from <strong>the</strong> use of <strong>the</strong> l<strong>and</strong> <strong>in</strong> production,<br />

16

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