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contributor authorValentijn R. N. Pauwels
contributor authorNiko E. C. Verhoest
contributor authorFrançois P. De Troch
date accessioned2017-05-08T20:49:20Z
date available2017-05-08T20:49:20Z
date copyrightApril 2003
date issued2003
identifier other%28asce%290733-9437%282003%29129%3A2%2893%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28174
description abstractThis paper presents the solution of the linearized Boussinesq equation for an inclined, ditch-drained aquifer, with a temporally varying recharge rate. Water-table profiles and flow rates into the ditches are calculated. As an initial condition the steady-state profile for a constant recharge rate is used, and the linearized Boussinesq equation is solved for a different recharge rate. Then, at a specified time, the transient water table profile is used as initial condition for the Boussinesq equation with a new recharge rate. The transient solution at a new specified time is then used as the initial condition for the Boussinesq equation with a different recharge rate, and so on. Using the Darcy equation, analytical expressions for the flow rates into the ditches can be obtained. The solution allows the calculation of the transient behavior of the groundwater table and its flow rates due to temporally variable recharge rates.
publisherAmerican Society of Civil Engineers
titleWater Table Profiles and Discharges for an Inclined Ditch-Drained Aquifer under Temporally Variable Recharge
typeJournal Paper
journal volume129
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2003)129:2(93)
treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 002
contenttypeFulltext


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