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contributor authorA. Upadhyaya
contributor authorH. S. Chauhan
date accessioned2017-05-08T20:49:14Z
date available2017-05-08T20:49:14Z
date copyrightDecember 2001
date issued2001
identifier other%28asce%290733-9437%282001%29127%3A6%28378%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28085
description abstractTo describe falling water tables between two drains lying on a horizontal/sloping impermeable barrier, analytical solutions of the Boussinesq equation linearized by Baumann's and Werner's methods and numerical solutions of the nonlinear form of the Boussinesq equation using finite-difference and finite-element methods were obtained. A hybrid finite analytic method, in which the nonlinear Boussinesq equation was locally linearized and solved analytically after approximating the unsteady term by a simple finite-difference formula to approximately preserve the overall nonlinear effect by the assembly of locally analytic solutions, was also used to obtain a solution of the Boussinesq equation. Midpoints of falling water tables between two drains in a horizontal/sloping aquifer as obtained from various solutions were compared with already existing experimental values. Euclidean
publisherAmerican Society of Civil Engineers
titleFalling Water Tables in Horizontal/Sloping Aquifer
typeJournal Paper
journal volume127
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2001)127:6(378)
treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 006
contenttypeFulltext


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