Rate and Volume of Stream Depletion due to Pumping
Author:
Affiliation:
1. Sci. E and Head, G.P.S. Regional Centre, Nat. Inst. of Hydrology, 278 Manorama Colony, Sagar, (M.P.) 470 001, India; formerly, Sci., Nat. Inst. of Hydrology, Roorkee (U.P.) 247 667, India. E-mail: nihrcs@gwr1. dot.net.in
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282000%29126%3A5%28336%29
Reference11 articles.
1. de Hann B. ( 1939). Nouvelles tables d'inté grales de finies Table 91 No. 13 Stechert & Company New York.
2. Foley F. C. Walton W. C. and Dreschere W. J. ( 1953). “Ground-water conditions in the Milwaukee-Waukesha area Wisconsin.” USGS Water Supply Paper 1229 USGS.
3. Glover R. E. and Balmer G. G. ( 1954). “River depletion resulting from pumping a well near a river.” Trans. Am. Geophys. Union 35 468–470.
4. Hantush M. S. ( 1964). “Hydraulics of wells.” Advances in hydro science V. T. Chow ed. Academic New York.
5. Hantush M. S. ( 1965). “Well near stream with semipervious beds.” J. Geophys. Res. 70(12) 2829–2838.
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