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    Water Table Profiles and Discharges for an Inclined Ditch-Drained Aquifer under Temporally Variable Recharge

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author:
    Valentijn R. N. Pauwels
    ,
    Niko E. C. Verhoest
    ,
    François P. De Troch
    DOI: 10.1061/(ASCE)0733-9437(2003)129:2(93)
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Water Table Profiles and Discharges for an Inclined Ditch-Drained Aquifer under Temporally Variable Recharge

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/28174
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    • Journal of Irrigation and Drainage Engineering

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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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