• Journal of Natural Resources
  • Vol. 35, Issue 12, 3018 (2020)
Huan LUO*, Xiu-hong CHEN, Qiong WU, Na LUO, and Xu HUANG
Author Affiliations
  • Pearl River Hydraulic Research Institute, Pearl River Water Resources Commission, Guangzhou 510635, China
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    DOI: 10.31497/zrzyxb.20201216 Cite this Article
    Huan LUO, Xiu-hong CHEN, Qiong WU, Na LUO, Xu HUANG. Spatio-temporal characteristics of non-point source and sewer overflow pollution and its impacts on water environment in Shenzhen Bay Basin[J]. Journal of Natural Resources, 2020, 35(12): 3018 Copy Citation Text show less
    Location of the study area and sampling sites
    Fig. 1. Location of the study area and sampling sites
    Schematic diagram of basin-bay integrated water environmental model
    Fig. 2. Schematic diagram of basin-bay integrated water environmental model
    Ratio of pollution in rainy season in Shenzhen Bay Basin
    Fig. 3. Ratio of pollution in rainy season in Shenzhen Bay Basin
    Temporal characteristics of non-point pollution and its relationship with rainfall in Shenzhen Bay Basin
    Fig. 4. Temporal characteristics of non-point pollution and its relationship with rainfall in Shenzhen Bay Basin
    Spatial characteristics of non-point source and sewer overflow pollution in Shenzhen Bay Basin
    Fig. 5. Spatial characteristics of non-point source and sewer overflow pollution in Shenzhen Bay Basin
    Variation characteristics of quality of rainstorm of "11.25" in Shenzhen River Estuary
    Fig. 6. Variation characteristics of quality of rainstorm of "11.25" in Shenzhen River Estuary
    Concentration envelope lines of COD over Shenzhen Bay in rainy and dry seasons
    Fig. 7. Concentration envelope lines of COD over Shenzhen Bay in rainy and dry seasons
    Concentration envelope lines of NH3-N in Shenzhen Bay in rainy and dry seasons
    Fig. 8. Concentration envelope lines of NH3-N in Shenzhen Bay in rainy and dry seasons
    Concentration envelope lines of TP in Shenzhen Bay in rainy and dry seasons
    Fig. 9. Concentration envelope lines of TP in Shenzhen Bay in rainy and dry seasons
    用地类型污染物最大累积量(COD/NH3-N/TP)半饱和累积时间(COD/NH3-N/TP)冲刷系数(COD/NH3-N/TP)冲刷指数(COD/NH3-N/TP)
    建设用地5.715/0.32/0.30.4/0.4/0.42.639/0.27/0.010.102/1.13/1.6
    绿地0.187/0.22/0.30.4/0.4/0.40.015/0.12/0.0061.2/1.13/1.2
    Table 1. Main parameters of SWMM
    水动力验证点位流速误差水质验证点位COD误差NH3-N误差TP误差
    1#-10.63S1-11-117
    2#11.30S2919-18
    3#7.92S3612-17
    4#4.48S4-12-17-15
    5#8.45S5814-15
    6#5.18
    Table 2. Validation of hydrodynamics and quality (%)
    溢流断面发生时间/(月.日)水质指标/(mg/L)
    CODNH3-NTP
    皇岗河河口11.26108*13.83*1.74*
    沙湾河沿河箱涵出水口11.2538.316.04*1.80*
    11.2675.9*13.67*3.01*
    11.27109*22.36*2.8*
    11.2895.9*3.73*0.63*
    沙湾河截排隧洞溢流口11.2626.94.16*1.96*
    11.284.37*0.94*
    莲花水沿河箱涵溢流口11.2621.51.811.39*
    11.2712.81.580.65*
    11.2814.21.040.69*
    李朗河下游总口前11.25148.5*36.32*3.41*
    11.2645.1*8.23*2.01*
    白泥坑沟河口11.2645.7*6.11*2.25*
    Table 3. Sewer overflow of rainstorm of “11.25” in Shenzhen River Basin
    Huan LUO, Xiu-hong CHEN, Qiong WU, Na LUO, Xu HUANG. Spatio-temporal characteristics of non-point source and sewer overflow pollution and its impacts on water environment in Shenzhen Bay Basin[J]. Journal of Natural Resources, 2020, 35(12): 3018
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