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Evaluation of Water Circulation by Modeling: An Example of Nonpoint Source Management in the Yeongsan River Watershed

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  • Jong Mun Lee

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

  • Minji Park

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

  • Bae Kyung Park

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

  • Jiyeon Choi

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

  • Jinsun Kim

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

  • Kyunghyun Kim

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

  • Yongseok Kim

    (Water Environmental Research Department, National Institute of Environmental Research (NIER), Incheon 22689, Korea)

Abstract

Owing to urbanization, impervious areas within watersheds have continuously increased, distorting healthy water circulation systems by reducing soil infiltration and base flow; moreover, increases in surface runoff deteriorate water quality by increasing the inflow of nonpoint sources. In this study, we constructed a Hydrological Simulation Program—Fortran (HSPF) watershed model that applies the impervious area and can set medium- and long-term water circulation management goals for watershed sub-areas. The model was tested using a case study from the Yeongsan River watershed, Korea. The results show that impervious land-cover accounts for 18.47% of the upstream reach in which Gwangju City is located; approximately twice the average for the whole watershed. Depending on the impervious area reduction scenario, direct runoff and nonpoint source load could be reduced by up to 56% and 35%, respectively; the water circulation rate could be improved by up to 16%. Selecting management goals requires the consideration of both policy objectives and budget. For urban areas with large impervious cover, the designation of nonpoint source management areas is required. For new cities, it is necessary to introduce water circulation systems (e.g., low impact development techniques) to improve rainwater penetration and recharge and activate preemptive water circulation.

Suggested Citation

  • Jong Mun Lee & Minji Park & Bae Kyung Park & Jiyeon Choi & Jinsun Kim & Kyunghyun Kim & Yongseok Kim, 2021. "Evaluation of Water Circulation by Modeling: An Example of Nonpoint Source Management in the Yeongsan River Watershed," Sustainability, MDPI, vol. 13(16), pages 1-17, August.
  • Handle: RePEc:gam:jsusta:v:13:y:2021:i:16:p:8871-:d:610701
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    References listed on IDEAS

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    1. Shiqiang Du & Peijun Shi & Anton Rompaey & Jiahong Wen, 2015. "Quantifying the impact of impervious surface location on flood peak discharge in urban areas," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 76(3), pages 1457-1471, April.
    2. Ciro Apollonio & Gabriella Balacco & Antonio Novelli & Eufemia Tarantino & Alberto Ferruccio Piccinni, 2016. "Land Use Change Impact on Flooding Areas: The Case Study of Cervaro Basin (Italy)," Sustainability, MDPI, vol. 8(10), pages 1-18, October.
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    Cited by:

    1. Li Li & Qidi Yu & Ling Gao & Bin Yu & Zhipeng Lu, 2021. "The Effect of Urban Land-Use Change on Runoff Water Quality: A Case Study in Hangzhou City," IJERPH, MDPI, vol. 18(20), pages 1-12, October.
    2. Jong Mun Lee & Minji Park & Joong-Hyuk Min & Jinsun Kim & Jimin Lee & Heeseon Jang & Eun Hye Na, 2022. "Evaluation of SWMM-LID Modeling Applicability Considering Regional Characteristics for Optimal Management of Non-Point Pollutant Sources," Sustainability, MDPI, vol. 14(21), pages 1-16, November.

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