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    Determination of Sustainable Yield in Urban Groundwater Systems: Beijing, China

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 001
    Author:
    Lei Zhang
    ,
    Christopher Kennedy
    DOI: 10.1061/(ASCE)1084-0699(2006)11:1(21)
    Publisher: American Society of Civil Engineers
    Abstract: The city of Beijing has long-term concerns over the sustainable yield from its groundwater aquifers. The aquifers provide half of the city’s water supply and have seen falling water tables over the past century. The sustainable yield of aquifers below urban Beijing is assessed based on changes to the groundwater budget equation from virgin conditions. Sources of anthropogenic recharge, including leakage from water mains and sewer pipes, seepage from septic tanks, irrigation, gardening, and artificial recharge, are together as large as changes to the groundwater flux as a result of groundwater withdrawals. Changes to natural recharge, and to a lesser extent natural discharge, also significantly impact the water budget. Uncertainty persists in several components of the budget equation, in particular changes to the groundwater flux. Estimates of the upper and lower bounds for sustainable yield are relatively unchanged for the years 2000, 2010, and 2015. However, the components of the budget will change as seepage from septic tanks is expected to decrease. Uncertainty in the likely range of sustainable yield is reduced by conducting Monte Carlo simulations. The simulations indicate there is a 96% chance that the lower pumping rate established in 1990 is sustainable. However, with between 30 and 60% of the water budget provided by treated or untreated wastewater, there must be long-term concerns over the quality of the groundwater supply.
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      Determination of Sustainable Yield in Urban Groundwater Systems: Beijing, China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49906
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    • Journal of Hydrologic Engineering

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    contributor authorLei Zhang
    contributor authorChristopher Kennedy
    date accessioned2017-05-08T21:23:55Z
    date available2017-05-08T21:23:55Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%291084-0699%282006%2911%3A1%2821%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49906
    description abstractThe city of Beijing has long-term concerns over the sustainable yield from its groundwater aquifers. The aquifers provide half of the city’s water supply and have seen falling water tables over the past century. The sustainable yield of aquifers below urban Beijing is assessed based on changes to the groundwater budget equation from virgin conditions. Sources of anthropogenic recharge, including leakage from water mains and sewer pipes, seepage from septic tanks, irrigation, gardening, and artificial recharge, are together as large as changes to the groundwater flux as a result of groundwater withdrawals. Changes to natural recharge, and to a lesser extent natural discharge, also significantly impact the water budget. Uncertainty persists in several components of the budget equation, in particular changes to the groundwater flux. Estimates of the upper and lower bounds for sustainable yield are relatively unchanged for the years 2000, 2010, and 2015. However, the components of the budget will change as seepage from septic tanks is expected to decrease. Uncertainty in the likely range of sustainable yield is reduced by conducting Monte Carlo simulations. The simulations indicate there is a 96% chance that the lower pumping rate established in 1990 is sustainable. However, with between 30 and 60% of the water budget provided by treated or untreated wastewater, there must be long-term concerns over the quality of the groundwater supply.
    publisherAmerican Society of Civil Engineers
    titleDetermination of Sustainable Yield in Urban Groundwater Systems: Beijing, China
    typeJournal Paper
    journal volume11
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2006)11:1(21)
    treeJournal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 001
    contenttypeFulltext
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