Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin

Conjunctive use of surface and ground-water resources, compared to disjunctive operation of these systems, increases system reliability and decreases water deficits and operational costs. In this study, the two alternatives of groundwater (GWOpt model) operation and conjunctive use of surface and gr...

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Main Authors: Saeid Alimohammadi, Hojjat Hosseinzadeh
Format: Article
Language:English
Published: Water and Wastewater Consulting Engineers Research Development 2010-09-01
Series:آب و فاضلاب
Subjects:
Online Access:http://www.wwjournal.ir/article_1286_9fe1336bad02c19ec321b731eb635880.pdf
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spelling doaj-d0decc1d5de2401297c3d25fb21a7b472021-03-02T01:14:30ZengWater and Wastewater Consulting Engineers Research Developmentآب و فاضلاب1024-59362383-09052010-09-0121375871286Conjunctive Use of Surface Water and Groundwater Resources in Abhar River BasinSaeid Alimohammadi0Hojjat Hosseinzadeh1Assist. Prof., Dept. of Water Resources Eng., University of Water and Power Technology, TehranPh.D Student of Civil Eng., Iran University of Science and Technology, Member of Water Resources Research Center, Water Research Institute, TehranConjunctive use of surface and ground-water resources, compared to disjunctive operation of these systems, increases system reliability and decreases water deficits and operational costs. In this study, the two alternatives of groundwater (GWOpt model) operation and conjunctive use of surface and groundwater resources (CONJ model) are considered for Abhar river basin in Iran. In both models, the objective function is minimization of mean groundwater drawdown. The vast amount of calculations needed for distributed parameter optimization models is a major limitation in real systems. However, the above two models are linear and the unit response matrix approach is utilized. The first step in this approach is to calculate the unit response matrices (as the behavior of the groundwater system) using a simulation model, such as MODFLOW. The next step involves incorporating these matrices into the optimization model. The results obtained from the solution of the optimization model indicate that the mean drawdown in the CONJ model is less than that in the GWOpt model. In addition, a decrease of only 6% decrease was observed in the mean drawdown when compared to the simulation model.  A decision support system has also been developed that enables the model to be used in real situations.http://www.wwjournal.ir/article_1286_9fe1336bad02c19ec321b731eb635880.pdfConjunctive useUnit Response MatrixDistributed parameter optimizationSimulation
collection DOAJ
language English
format Article
sources DOAJ
author Saeid Alimohammadi
Hojjat Hosseinzadeh
spellingShingle Saeid Alimohammadi
Hojjat Hosseinzadeh
Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin
آب و فاضلاب
Conjunctive use
Unit Response Matrix
Distributed parameter optimization
Simulation
author_facet Saeid Alimohammadi
Hojjat Hosseinzadeh
author_sort Saeid Alimohammadi
title Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin
title_short Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin
title_full Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin
title_fullStr Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin
title_full_unstemmed Conjunctive Use of Surface Water and Groundwater Resources in Abhar River Basin
title_sort conjunctive use of surface water and groundwater resources in abhar river basin
publisher Water and Wastewater Consulting Engineers Research Development
series آب و فاضلاب
issn 1024-5936
2383-0905
publishDate 2010-09-01
description Conjunctive use of surface and ground-water resources, compared to disjunctive operation of these systems, increases system reliability and decreases water deficits and operational costs. In this study, the two alternatives of groundwater (GWOpt model) operation and conjunctive use of surface and groundwater resources (CONJ model) are considered for Abhar river basin in Iran. In both models, the objective function is minimization of mean groundwater drawdown. The vast amount of calculations needed for distributed parameter optimization models is a major limitation in real systems. However, the above two models are linear and the unit response matrix approach is utilized. The first step in this approach is to calculate the unit response matrices (as the behavior of the groundwater system) using a simulation model, such as MODFLOW. The next step involves incorporating these matrices into the optimization model. The results obtained from the solution of the optimization model indicate that the mean drawdown in the CONJ model is less than that in the GWOpt model. In addition, a decrease of only 6% decrease was observed in the mean drawdown when compared to the simulation model.  A decision support system has also been developed that enables the model to be used in real situations.
topic Conjunctive use
Unit Response Matrix
Distributed parameter optimization
Simulation
url http://www.wwjournal.ir/article_1286_9fe1336bad02c19ec321b731eb635880.pdf
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