Submarine groundwater discharge and benthic biogeochemical zonation in the Huanghe River Estuary

Guangquan Chen Bochao Xu Shibin Zhao Disong Yang William C. Burnett Shaobo Diao Maosheng Gao Xingyong Xu Lisha Wang

Guangquan Chen, Bochao Xu, Shibin Zhao, Disong Yang, William C. Burnett, Shaobo Diao, Maosheng Gao, Xingyong Xu, Lisha Wang. Submarine groundwater discharge and benthic biogeochemical zonation in the Huanghe River Estuary[J]. Acta Oceanologica Sinica, 2022, 41(1): 11-20. doi: 10.1007/s13131-021-1882-3
Citation: Guangquan Chen, Bochao Xu, Shibin Zhao, Disong Yang, William C. Burnett, Shaobo Diao, Maosheng Gao, Xingyong Xu, Lisha Wang. Submarine groundwater discharge and benthic biogeochemical zonation in the Huanghe River Estuary[J]. Acta Oceanologica Sinica, 2022, 41(1): 11-20. doi: 10.1007/s13131-021-1882-3

doi: 10.1007/s13131-021-1882-3

Submarine groundwater discharge and benthic biogeochemical zonation in the Huanghe River Estuary

Funds: The National Natural Science Foundation of China under contract Nos 41876075, 41706067 and 41620104001; the Basic Scientific Fund for National Public Research Institutes of China under contract No. 2017Q02; the Fundamental Research Funds for the Central Universities, China under contract Nos 201841007, 201962003 and 201762031; the Marine S&T Fund of Shandong Province for Pilot National Laboratory for Marine Science and Technology (Qingdao) under contract No. 2018SDKJ0503; the Youth Talent Support Program of the Laboratory for Marine Ecology and Environmental Science, Pilot National Laboratory for Marine Science and Technology (Qingdao) under contract No. LMEES-YTSP-2018-02-06.
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  • Figure  1.  Study area of the Huanghe River Estuary (a), and locations of sampling stations for seawater and groundwater in June 2014 (b).

    Figure  2.  Distribution of hydrological parameters (a−e), radium isotopes activities (f−h), and nutrients (i−k) in the Huanghe River Estuary in June 2014.

    Figure  3.  Sketched zonation characteristics.

    Figure  4.  Percentage distributions of different particle size sediments. Sediment type was determined by the median particle size, the ranges of which were −1Ф−4Ф, 4Ф−8Ф, and >8Ф for sand, slit, and clay, respectively.

    Figure  5.  Diagram illustrating the modes of submarine groundwater discharge (SGD) flux, dissolved oxygen (DO) (a) and pH (b) in the Huanghe River Estuary (HRE). Average SGD fluxes, DO and pH in bottom waters in the north HRE (c).

    Table  1.   Measured and derived parameters for a 226Ra mass balance model to assess submarine groundwater discharge (SGD)

    ParametersNorthwest regionSoutheast region
    Zone IZone I+IIZone I+II+IIIZone IZone I+IIZone I+II+III
    A/(Bq·m−3)8.28±0.237.97±0.227.53±0.227.78±0.227.48±0.207.23±0.20
    z/m9.811.412.510.211.712.8
    S/km239.88213471128200
    V/(109 m3)0.51.12.00.81.72.9
    $\tau $/d5.5±1.08.6±1.713.6±2.64.7±1.07.8±1.510.2±1.9
    Estuarine Ra flux=(A×V/$\boldsymbol \tau $)/(109 Bq·d−1)0.780.941.081.301.772.09
    Ao/(Bq·m−3)2.73±0.08 2.73±0.08 2.73±0.08 2.73±0.08 2.73±0.08 2.73±0.08
    Oceanic Ra flux=(Ao×V/$\boldsymbol \tau $)/(109 Bq·d−1)0.260.330.390.460.650.79
    Qr/(107 m3·d−1)3.3 3.33.33.33.33.3
    Ar/(Bq·m−3)4.47±0.124.47±0.124.47±0.124.47±0.124.47±0.124.47±0.12
    Oceanic Ra contribution/%222020788080
    Riverine dissolved Ra flux=(Ar×Qr)/(108 Bq·d−1)0.330.300.301.151.181.18
    Cspm/(g·m−3)252252252252252252
    Ad/(Bq·g−1)1.331.331.331.331.331.33
    Riverine dissolved Ra contribution/%212222797878
    Riverine Ra flux=(Ad×Cspm×Qr)/(106 Bq·d−1)1.831.661.666.496.656.65
    Agw/(Bq·m−3)11.25±0.5811.25±0.5811.25±0.5827.38±1.3227.38±1.3227.38±1.32
    FSGD/(cm·d−1)97±2068±1544±938±1426±821±6
    S×FSGD/ (107 m3·d−1)3.9±0.85.6±1.25.9±1.22.7±1.03.3±1.04.2±1.2
    Zone IZone IIZone IIIZone IZone IIZone III
    FSGD in each zone=[(FSGD S)i+1− (FSGD S)i]/ ( Si+1Si)/(cm·d−1)97±2039±357±3338±1411±2712±29
    Note: Water ages ($\tau $) were calculated based on Eq. (2). The contribution of the river was calculated based on Eqs (3)−(6). The radium desorption coefficient (Ad) was based on lab experiments at a salinity of 30 (Yang et al., 2019). Areas (S) were estimated based on the geometry of each study area. FSGD in Zone II and Zone III were calculated based on the differences of SGD fluxes in Zone I, Zone I+II, and Zone I+II+III. i represents Zone I, Zone II or Zone III (ie., when i represents Zone I, i+1 implies Zone II, by analogy).
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    Table  2.   Comparison of SGD fluxes in Huanghe River Estuary

    Research regionYearSGD/(cm·d−1)ApproachReference
    Huanghe River Estuary2004−20063.3−130.0seepage metersTaniguchi et al. (2008)
    2006−20074.5−24.2223Ra, 224Ra, 226Ra, and 222RnPeterson et al. (2008)
    201013−136226RaXu et al. (2013)
    2012−20132−122226Ra and 222RnXia et al. (2016)
    20147−98224Ra and 226Rathis study
    Laizhou Bay20128.9−10.3223Ra and 226RaWang et al. (2015)
    20127224RaWang et al. (2016)
    201410.2−15.0223Ra, 224Ra, 226Ra, and 222RnZhang et al. (2018)
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  • 收稿日期:  2021-01-26
  • 录用日期:  2021-03-24
  • 网络出版日期:  2021-11-02
  • 刊出日期:  2022-01-10

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