• Title/Summary/Keyword: sluice culvert

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A Study on the Safety Evaluation Technique of Sluice Culvert (하천제방 배수통문 정밀 안전진단기법 연구)

  • Yoon, Jong-Ryeol;Kim, Jin-Man;Choi, Bong-Hyuck
    • 한국지구물리탐사학회:학술대회논문집
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    • 2008.10a
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    • pp.41-46
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    • 2008
  • After choosing twenty sluice culverts located at national rivers by detailed appearance evaluation, hydraulic response test and acoustic televiewer in addition to surface geophysical explorations were carried out to investigate the cavities which exist at the boundary of sluice culvert and ground. Tapping, GPR, 3-D resistivity surveys and acoustic televiewer imagery obtained successful results in limited conditions according to characteristics of the sites. On the other hand, hydraulic response test successfully detected cavity existing at the lower part of sluice culvert and its continuity. However, hydraulic response test can not supply the quantitative informations on the scale and the shape of cavity. Thus it is very important for accurate investigation to make comprehensive interpretation after supplying various surveys proper to site characteristics.

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Investigation and Complementary Measures Establishment for Flood on Tidal Reclaimed Paddy Fields (간척지 논 침수 원인 조사와 방재 대책 수립)

  • Jeong, Ju-Hong;Yoon, Kwang-Sik;Choi, Soo-Myung;Yoon,, Suk-Gun;Go, Young-Bae;Kim, Young-Taek
    • KCID journal
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    • v.17 no.2
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    • pp.105-114
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    • 2010
  • Tidal land reclamation provided water resources and land for agriculture and contributed stable crop production. However, climate change by global warming disrupts the hydrologic circulatory system of the earth resulting in sea level rise and more frequent flood for reclaimed arable land. Recently, Suyu reclaimed paddy field in Jindo-gun experienced prolonged inundation after heavy rainfall and there is a growing risk of flood damage. Onsite survey and flood analysis using GATE_Pro model of Korea Rural Corporation were conducted to investigate causes of flooding. To perform the analysis, input data such as inflow hydrograph, the lowest elevation of paddy field, neap tide level, management level of Gunnae estuary lake at the time of the flood were collected. Flood analysis confirmed that current drainage facilities are not enough to prevent 20year return period flood. The result of analysis showed flooding more than 24hours. Therefore, flood mitigation alternatives such as sluice gate expansion, installation drainage pumping station, refill paddy land, and catch canal were studied. Replacing drainage culvert of Suyu dike to sluice gate and installing drainage pumping station at the Gunne lake were identified as an effective flood control measures. Furthermore, TM/TC (SCADA) system and expert for gate management are required for the better management of drainage for estuary dam and flood mitigation.

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