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Transient analysis of phreatic aquifers lying between two open channels

SITARAM Singh

Transient analysis of phreatic aquifers lying between two open channels - COAE - Ludhiana P. A. U 1973 - 114+23L

Finite difference solutions of the Boussinesq equation using an extrapolated Crank. Nicolson difference scheme were obtained. Arbitrary patterns of recharge and withdrawal and initial and boundary conditions were incorporated in this scheme. The scheme re

Subjects--Topical Terms:
WATER, UNDERGROUND

Subjects--Index Terms: AQUIFER CHANNEL FINITE DIFFERENCE PHREATIC WATER CONSERVATION WATER, UNDERGROUND

Dewey Class. No.: T 551.9 S48T

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