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Flow of ground-water as applied to drainage wells
Three types of wells are discussed: artesian wells with perforated casing extending through water-bearing stratum, wells in which water table is in water-bearing stratum and which penetrate its full depth, and open-bottom wells; cases in which zone of influence is either definite or indefinite; formulas for draw-down curves; if area to be drained is more than few hundred feet in diameter, successful drainage will depend on general lowering of water table; greatest possible lowering may be secured by deep wells. (See also - discussions in nos. 7 and 9, Sept., pp. 1105-1106 and Nov., pp. 1387-1388)
Flow of ground-water as applied to drainage wells
Three types of wells are discussed: artesian wells with perforated casing extending through water-bearing stratum, wells in which water table is in water-bearing stratum and which penetrate its full depth, and open-bottom wells; cases in which zone of influence is either definite or indefinite; formulas for draw-down curves; if area to be drained is more than few hundred feet in diameter, successful drainage will depend on general lowering of water table; greatest possible lowering may be secured by deep wells. (See also - discussions in nos. 7 and 9, Sept., pp. 1105-1106 and Nov., pp. 1387-1388)
Flow of ground-water as applied to drainage wells
Am. Soc. Civil Engrs. -- Proc
Lewis, M.R. (Autor:in)
1931
13 pages
8 Figs
Aufsatz (Zeitschrift)
Englisch
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