Geology Reference
In-Depth Information
The map of water balance (Fig. 5) shows that negative balance areas only
correspond to pumping areas due to the fact that pumping flows and return
flows are respectively the main negative and positive components of the
balance. In spite of the fact that they represent only 25% of the 1324 cells,
the whole balance is negative.
CONCLUSIONS
The annual water balance of Maheshwaram watershed was calculated from
June 2001 to June 2002. The global balance on the whole basin is a little bit
negative, inducing a depletion of 1.18 metres for the water table in spite of
the occurrence of a normal monsoon. The use of a Geographical Information
System allows presenting a spatial budget.
The applied method gives very consistent results. It necessitates a good
knowledge of pre- and post-monsoon groundwater levels. Thus, a network
of observation of one hundred observation wells is necessary on this basin
of 53 km 2 with monitoring twice a year. The accurate evaluation of pumping
is also necessary for the determination of the balance and of the specific
yield.
REFERENCES
APGWD, 1977. Studies on Hydrologic Parameters of Groundwater Recharge in
Water Balance Computations, Andhra Pradesh. Government of Andhra Pradesh
Ground Water Department, Hyderabad; Research Series no. 6, 151 pp.
CGWB, 1998. Detailed Guidelines for Implementing the Groundwater Estimation
Methodology, 1997. Central Ground Water Board, Ministry of Water Resources,
Government of India.
Coudrain-Ribstein, A., Pratx, B., Talbi, A. and Jusserand C., 1998. Is the Evapora-
tion from Phreatic Aquifers in Arid Zones Independent of the Soil Characteris-
tics? C.R. Acad. Sci. Paris, Sciences de la Terre et des Planètes , 326: 159-165.
Engerrand, C., 2002. Hydrogéologie des socles cristallins fissures a fort recouvrement
d'altérites en régime de mousson: Etude hydrogéologique de deux bassins ver-
sants situés en Andhra-Pradesh (Inde). PhD Thesis University Paris VI.
Healy, R.W. and Cook, P.G., 2002. Using Groundwater Levels to Estimate Recharge.
Hydrogeology Journal , 10: 91-109.
Maréchal, J.C., Wyns, R., Lachassagne, P. and Subrahmanyam, K., 2004. Vertical
Anisotropy of Hydraulic Conductivity in the Fissured Layer of Hard-rock Aqui-
fers due to the Geological Structure of Weathering Profiles. Jr. Geol. Soc. of
India , 63(5): 545-550.
Schicht, R.J. and Walton, W.C., 1961. Hydrologic Budgets for Three Small Water-
sheds in Illinois. Illinois State Water Surv Rep Invest 40, 40 pp.
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