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    Exaggerated Stream Depletion in Streams with Spatiotemporally Varying Streambed Conductance

    Source: Journal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 002::page 04020066
    Author:
    Roseanna M. Neupauer
    ,
    Greg Lackey
    ,
    John Pitlick
    DOI: 10.1061/(ASCE)HE.1943-5584.0002043
    Publisher: ASCE
    Abstract: Stream depletion is the reduction in flow rate in a stream due to pumping in an aquifer that is hydraulically connected to the stream. We developed a semianalytical expression for stream depletion for pumping in a homogeneous aquifer, with an infinitely long, straight stream with a streambed conductance, C, that varies cosinusoidally in space and time in the range CL≤C≤CH. The wavelength of the spatial variations is equal to twice the distance between adjacent pools in a pool and riffle sequence, and the period of the temporal fluctuations represents alternating high and low flows. These spatiotemporal variations in streambed conductance produce temporal fluctuations of stream depletion superimposed on a trend that increases at a decreasing rate. Certain combinations of streambed and aquifer hydraulic parameters lead to exaggerated stream depletion, in which the temporally fluctuating stream depletion is not bracketed by the amount that would be obtained with steady, homogeneous streambed conductance of CL and CH. After sufficient time has passed, the same parameter sets produce excessive stream depletion, in which stream depletion exceeds the pumping rate at certain times. The degree of exaggerated stream depletion increases with the distance between pools, and is high if the temporal period of fluctuation matches the times of high rate of change of stream depletion.
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      Exaggerated Stream Depletion in Streams with Spatiotemporally Varying Streambed Conductance

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4269313
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    • Journal of Hydrologic Engineering

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    contributor authorRoseanna M. Neupauer
    contributor authorGreg Lackey
    contributor authorJohn Pitlick
    date accessioned2022-01-30T22:38:07Z
    date available2022-01-30T22:38:07Z
    date issued2/1/2021
    identifier other(ASCE)HE.1943-5584.0002043.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269313
    description abstractStream depletion is the reduction in flow rate in a stream due to pumping in an aquifer that is hydraulically connected to the stream. We developed a semianalytical expression for stream depletion for pumping in a homogeneous aquifer, with an infinitely long, straight stream with a streambed conductance, C, that varies cosinusoidally in space and time in the range CL≤C≤CH. The wavelength of the spatial variations is equal to twice the distance between adjacent pools in a pool and riffle sequence, and the period of the temporal fluctuations represents alternating high and low flows. These spatiotemporal variations in streambed conductance produce temporal fluctuations of stream depletion superimposed on a trend that increases at a decreasing rate. Certain combinations of streambed and aquifer hydraulic parameters lead to exaggerated stream depletion, in which the temporally fluctuating stream depletion is not bracketed by the amount that would be obtained with steady, homogeneous streambed conductance of CL and CH. After sufficient time has passed, the same parameter sets produce excessive stream depletion, in which stream depletion exceeds the pumping rate at certain times. The degree of exaggerated stream depletion increases with the distance between pools, and is high if the temporal period of fluctuation matches the times of high rate of change of stream depletion.
    publisherASCE
    titleExaggerated Stream Depletion in Streams with Spatiotemporally Varying Streambed Conductance
    typeJournal Paper
    journal volume26
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0002043
    journal fristpage04020066
    journal lastpage04020066-8
    page8
    treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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