• Title/Summary/Keyword: Gunja experimental watershed

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Estimation of Daily Sewage and Direct Runoff for the Combined Sewer System of Gunja Experimental Drainage (군자 시험배수구역 합류식 하수관거시스템의 일일하수량 및 직접유출량 산정)

  • Kim, Chung-Soo;Han, Myoung-Sun;Kim, Hyoung-Seop
    • Journal of Korea Water Resources Association
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    • v.42 no.3
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    • pp.191-200
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    • 2009
  • A localized torrential rainfall and flash floods which are more frequently occurred by extraordinary atmospheric phenomena and rising sea surface temperature require more hydrological data collecting and analysis for small watershed. Urban watershed hydrological data monitoring system is needed because of big flood potential damage and lack of urban watershed hydrological data. Therefore, Urban Flood Disaster Management Research Center operates small experimental catchments(Sinnae1, Gunja, and Children's Park) observing and analyzing hydrological data(rainfall, stage, and discharge). In this study, the discharge of combined sewage for Gunja experimental drainage is analyzed with weekly data and day of the week data. Through several analyses in analyzing the urban runoff characteristics and managing the urban sewage system, direct runoff is calibrated and verified by the estimated values of rainfall-runoff model(SWMM).

Development of Adjusted Subcatchment Width Equation in SWMM (SWMM의 수정유역폭식 개발)

  • Bae, Deg-Hyo;Jang, Min-Seok
    • Journal of Korea Water Resources Association
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    • v.42 no.2
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    • pp.105-115
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    • 2009
  • The objectives of this study are to deduce a problem of existing subcatchment width equation in Storm Water Management Model(SWMM) and to analyze the suitability of a new adjusted subcatchment width equation on both ideally assumed watersheds and an actual urban watershed area. The problems of existing subcatchment equation are issued on the theoretical review of the equation and from the model application on different types of simplified assumed watershed. The adjusted equation, proposed in this study, that considers the pipe flows in addition to the surface flows on small subcatchment can improve the limitation of existing equation when applied on the assumed watersheds. Also, Gunja watershed with 96.3 ha is selected and collected rainfall-runoff events for the feasibility study of the proposed equation on actual urban watershed area. The results represent that the simulated flows from adjusted equation rather than the simulated flows from existing equation are well agreed with observed ones.