Simulation of Spring Management with Quasi-Aggregated ModelSource: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001Author: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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contributor author | Eugenio Sanz Pérez | |
date accessioned | 2017-05-08T21:23:13Z | |
date available | 2017-05-08T21:23:13Z | |
date copyright | January 1999 | |
date issued | 1999 | |
identifier other | %28asce%291084-0699%281999%294%3A1%2877%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49443 | |
description 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 | |
publisher | American Society of Civil Engineers | |
title | Simulation of Spring Management with Quasi-Aggregated Model | |
type | Journal Paper | |
journal volume | 4 | |
journal issue | 1 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)1084-0699(1999)4:1(77) | |
tree | Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001 | |
contenttype | Fulltext |