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    Simulation of Spring Management with Quasi-Aggregated Model

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001
    Author:
    Eugenio Sanz Pérez
    DOI: 10.1061/(ASCE)1084-0699(1999)4:1(77)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note presents a method for calculating the flow from springs and may be useful in the management of aquifers where the spring flow is a critical factor. The note examines the conjunctive operation of a groundwater-fed spring with pumping and artificial recharge directly from and to the same aquifer. Rorabaugh's (1963) solution for a one-dimensional homogeneous aquifer of a finite length is used, so a simple solution for the aquifer outflow due to a series of instantaneous discrete recharges or to pumping uniformily distributed along the aquifer is obtained. Only a few components of the infinite terms of the analytical solution are used; these are the first Fourier components of the sinusoidal eigenfunctions that solve the problem. As the eigenvalues of the solution are (2
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      Simulation of Spring Management with Quasi-Aggregated Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49443
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    contributor authorEugenio Sanz Pérez
    date accessioned2017-05-08T21:23:13Z
    date available2017-05-08T21:23:13Z
    date copyrightJanuary 1999
    date issued1999
    identifier other%28asce%291084-0699%281999%294%3A1%2877%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49443
    description abstractThis technical note presents a method for calculating the flow from springs and may be useful in the management of aquifers where the spring flow is a critical factor. The note examines the conjunctive operation of a groundwater-fed spring with pumping and artificial recharge directly from and to the same aquifer. Rorabaugh's (1963) solution for a one-dimensional homogeneous aquifer of a finite length is used, so a simple solution for the aquifer outflow due to a series of instantaneous discrete recharges or to pumping uniformily distributed along the aquifer is obtained. Only a few components of the infinite terms of the analytical solution are used; these are the first Fourier components of the sinusoidal eigenfunctions that solve the problem. As the eigenvalues of the solution are (2
    publisherAmerican Society of Civil Engineers
    titleSimulation of Spring Management with Quasi-Aggregated Model
    typeJournal Paper
    journal volume4
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1999)4:1(77)
    treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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