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Kazerani Parisa, Ziaei Ali Naghi, Davari Kamran. 2023. Determining safe yield and mapping water level zoning in groundwater resources of the Neishabour Plain. Journal of Groundwater Science and Engineering, 11(1): 47-54. doi: 10.26599/JGSE.2023.9280005
Citation: Kazerani Parisa, Ziaei Ali Naghi, Davari Kamran. 2023. Determining safe yield and mapping water level zoning in groundwater resources of the Neishabour Plain. Journal of Groundwater Science and Engineering, 11(1): 47-54. doi: 10.26599/JGSE.2023.9280005

Determining safe yield and mapping water level zoning in groundwater resources of the Neishabour Plain

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    Table 1.  Sum of pumping values and water level drop in the water years of the period

    Water yearAnnual pumping (million m3)Annual water level change (m)
    2000–2001680.42−0.90
    2001–2002671.82−1.10
    2002–2003662.63−0.93
    2003–2004655.39−0.84
    2005–2004644.76−0.72
    2005–2006635.54−0.78
    2006–2007626.10−0.66
    2007–2008616.36−0.68
    2008–2009609.83−0.62
    2009–2010611.46−0.65
    2010–2011611.52−0.64
    2011–2012547.29−0.45
    下载: 导出CSV

    Table 2.  Average annual pumping values of the period after reducing the pumping percentage compared to initial pumping values

    Average annual pumping values of the period (million m3)The percentage of pumping reduction compared to existing (initial) values (%)
    557.99−10
    495.83−20
    433.99−30
    371.99−40
    315.45−50
    245.84−60
    下载: 导出CSV

    Table 3.  Determination of safe yield from the obtained curve equation

    Water yearAnnual pumping (million m3)Annual water level change (m)
    2000–2001680.42−0.90
    2001–2002671.82−1.10
    2002–2003662.63−0.93
    2003–2004655.39−0.84
    2005–2004644.76−0.72
    2005–2006635.54−0.78
    2006–2007626.10−0.66
    2007–2008616.36−0.68
    2008–2009609.83−0.62
    2009–2010611.46−0.65
    2010–2011611.52−0.64
    2011–2012547.29−0.45

    From the curve equation to zero water level drop

    494.80
    下载: 导出CSV

    Table 4.  Determining the safe yield from the obtained line equation

    The percentage of Pumping reduction compared to existing (initial) values (%)Average annual pumping values of the period (million m3)Average annual water level changes of the period (m)
    −10557.99−0.70
    −20495.83−0.54
    −30433.99−0.39
    −40371.99−0.25
    −50315.45−0.11
    −60245.84+0.02

    From the curve equation to zero water level drop

    257.20
    下载: 导出CSV
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出版历程
收稿日期:  2022-08-22
录用日期:  2023-01-30
网络出版日期:  2023-03-20
刊出日期:  2023-03-15

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