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contributor authorJack J. Coe
date accessioned2017-05-08T20:47:16Z
date available2017-05-08T20:47:16Z
date copyrightMay 1990
date issued1990
identifier other%28asce%290733-9437%281990%29116%3A3%28427%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27158
description abstractConjunctive use of surface water and ground water can usually increase yields at lower costs than more dams and reservoirs operated separately. There are three main types of conjunctive use projects: (1) Stream diversions; (2) dam and reservoir only; and (3) total system. There are many advangates of ground‐water storage compared with surface storage, and of conjunctive use compared to independent use. Physical, operational, financial, and institutional constraints may be encountered by the project proponents. Institutional issues may be the most difficult to resolve. Often, several governmental agencies may provide funds and have responsibilities for various features of conjunctive‐use projects. Implementation is more difficult in countries where surface‐water development has historically dominated water‐supply project formulation. Court decisions in California have provided guidelines for conjunctive‐use programs, especially in defining the rights of public agencies. Four areas in California that have experienced basin overdraft and increasing water demands, and where conjunctive‐use operations have been implemented, are described.
publisherAmerican Society of Civil Engineers
titleConjunctive Use—Advantages, Constraints, and Examples
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1990)116:3(427)
treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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