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    Integrated Modeling of Conjunctive Water Use in a Canal-Well Irrigation District in the Lower Yellow River Basin, China

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author:
    Luguang Liu
    ,
    Yuanlai Cui
    ,
    Yufeng Luo
    DOI: 10.1061/(ASCE)IR.1943-4774.0000620
    Publisher: American Society of Civil Engineers
    Abstract: The Yellow River Basin is a closed basin under serious stress with dense population, intensive agriculture, and excess water withdrawals. Low water use efficiency and groundwater overexploitation are threatening the sustainable development of the basin. This paper describes a coupled modeling approach to analyze sustainable management strategies in surface–groundwater conjunctive use irrigation districts in the lower Yellow River Basin. An appropriate irrigation schedule and an optimal range of groundwater levels are first established using the soil water atmosphere plant (SWAP) model with data from an irrigation experiment station. The integrated surface water and groundwater model was then set up using modified soil and water assessment tool (SWAT2000) and modular three-dimensional groundwater flow model (MODFLOW) models. The two models were connected through standardized simulation grids and calibrated using field measurements. Five scenarios that were designed according to different well-canal irrigation supply ratios and the irrigation schedule determined by SWAP were tested using the integrated modeling approach. It is proved that conjunctive management strategies of canal diversions and tube-well pumps can effectively reduce phreatic evaporation losses, increase water use efficiency, and sustain groundwater levels while maintaining crop yields at current levels.
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      Integrated Modeling of Conjunctive Water Use in a Canal-Well Irrigation District in the Lower Yellow River Basin, China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65535
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorLuguang Liu
    contributor authorYuanlai Cui
    contributor authorYufeng Luo
    date accessioned2017-05-08T21:53:30Z
    date available2017-05-08T21:53:30Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29ir%2E1943-4774%2E0000649.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65535
    description abstractThe Yellow River Basin is a closed basin under serious stress with dense population, intensive agriculture, and excess water withdrawals. Low water use efficiency and groundwater overexploitation are threatening the sustainable development of the basin. This paper describes a coupled modeling approach to analyze sustainable management strategies in surface–groundwater conjunctive use irrigation districts in the lower Yellow River Basin. An appropriate irrigation schedule and an optimal range of groundwater levels are first established using the soil water atmosphere plant (SWAP) model with data from an irrigation experiment station. The integrated surface water and groundwater model was then set up using modified soil and water assessment tool (SWAT2000) and modular three-dimensional groundwater flow model (MODFLOW) models. The two models were connected through standardized simulation grids and calibrated using field measurements. Five scenarios that were designed according to different well-canal irrigation supply ratios and the irrigation schedule determined by SWAP were tested using the integrated modeling approach. It is proved that conjunctive management strategies of canal diversions and tube-well pumps can effectively reduce phreatic evaporation losses, increase water use efficiency, and sustain groundwater levels while maintaining crop yields at current levels.
    publisherAmerican Society of Civil Engineers
    titleIntegrated Modeling of Conjunctive Water Use in a Canal-Well Irrigation District in the Lower Yellow River Basin, China
    typeJournal Paper
    journal volume139
    journal issue9
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000620
    treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 009
    contenttypeFulltext
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