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Figure 31 presents <strong>in</strong><strong>format</strong>ion on Gundlur<br />

tank’s surface water balance components dur<strong>in</strong>g<br />

an eleven year period. This figure gives an<br />

<strong>in</strong>dication of the variability <strong>in</strong> these components.<br />

It also shows that the potential runoff, tank<br />

<strong>in</strong>flow and spillage is only loosely correlated with<br />

annual ra<strong>in</strong>fall. Subsequent analysis carried out by<br />

the WHiRL project has shown that the impact of<br />

<strong>in</strong>tensive water harvest<strong>in</strong>g on tank <strong>in</strong>flows is most<br />

marked <strong>in</strong> percentage terms <strong>in</strong> years with low<br />

ra<strong>in</strong>fall.<br />

Figure 32 compares the <strong>in</strong>crease <strong>in</strong><br />

groundwater-based irrigation <strong>in</strong> the tank<br />

catchment areas dur<strong>in</strong>g the last 12-16 years.<br />

It can be seen that there has been a big <strong>in</strong>crease <strong>in</strong><br />

each case with Yapad<strong>in</strong>ne hav<strong>in</strong>g the largest net<br />

expansion <strong>in</strong> irrigated area. Figure 32 also shows<br />

the portion of the <strong>in</strong>creased irrigation that could<br />

have come from <strong>in</strong>creased groundwater recharge<br />

that resulted from <strong>in</strong>creased water harvest<strong>in</strong>g <strong>in</strong><br />

the tank catchment areas. It can be seen that all the<br />

<strong>in</strong>crease <strong>in</strong> irrigation <strong>in</strong> Anabur could, <strong>in</strong> theory,<br />

be met by the <strong>in</strong>creased groundwater recharge,<br />

whereas <strong>in</strong> Chapari virtually all the additional<br />

irrigation must rely on “natural” groundwater<br />

recharge.<br />

Figure 31. Gundlur tank surface water balance components<br />

700<br />

600<br />

Ra<strong>in</strong>fall/Runoff (mm/year)<br />

500<br />

400<br />

300<br />

200<br />

100<br />

0<br />

1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998<br />

Ra<strong>in</strong>fall Runoff Tank <strong>in</strong>flow Tank spillage<br />

Figure 32. Possible sources of water for <strong>in</strong>creased irrigation <strong>in</strong> tank<br />

catchment areas dur<strong>in</strong>g the last 12-16 years<br />

400<br />

350<br />

Change <strong>in</strong> catchment irrigation (ha)<br />

300<br />

250<br />

200<br />

150<br />

100<br />

50<br />

0<br />

Gundlur Anabur Inchigeri Yapad<strong>in</strong>ne Chapari<br />

Groundwater<br />

Structures<br />

54

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