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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