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contributor authorFouad F. Al‐Muttair
contributor authorUygur Sendil
contributor authorAbdulaziz S. Al‐Turbak
date accessioned2017-05-08T21:07:03Z
date available2017-05-08T21:07:03Z
date copyrightNovember 1994
date issued1994
identifier other%28asce%290733-9496%281994%29120%3A6%28749%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39306
description abstractFive alternative management plans were applied at two recharge dams in central Saudi Arabia with the aim of improving their recharge efficiencies. The management plans included the present management system, release of reservoir water to the downstream channel, release to a downstream basin, removal of silt from the reservoir bed, and scratching of the reservoir bed. The results of field applications were not easily comparable due to the topographical changes of the reservoir bed and the different sizes and times of floods throughout the seasons. A rational comparison of recharge efficiencies are made through simulations. Field experiments showed that alternatives concerning silt removal from and scratching of the reservoir bed produce substantial improvements in recharge efficiency.
publisherAmerican Society of Civil Engineers
titleManagement of Recharge Dams in Saudi Arabia
typeJournal Paper
journal volume120
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1994)120:6(749)
treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 006
contenttypeFulltext


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