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    Management of Recharge Dams in Saudi Arabia

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 006
    Author:
    Fouad F. Al‐Muttair
    ,
    Uygur Sendil
    ,
    Abdulaziz S. Al‐Turbak
    DOI: 10.1061/(ASCE)0733-9496(1994)120:6(749)
    Publisher: American Society of Civil Engineers
    Abstract: Five 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.
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      Management of Recharge Dams in Saudi Arabia

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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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