• Title/Summary/Keyword: diversion ditch

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Evaluation of Runoff and Sediment Yield Reduction with Diversion Ditch and Vegetated Swale Using WEPP Model (WEPP 모형을 이용한 우회수로 및 식생수로의 유출 및 토사유출 저감 평가)

  • Choi, Jae-Wan;Shin, Dong-Seok;Kim, Ik-Jae;Lim, Kyoung-Jae
    • Journal of Korea Water Resources Association
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    • v.44 no.11
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    • pp.863-873
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    • 2011
  • It has been known that soil erosion caused by water has been a serious problem worldwide. Thus various modeling techniques for conservationists, farmers, and other land users have been developed and utilized to estimate effects of numerous site-specific Best Management Practices on soil erosion reduction. The physical process-based WEPP model would provide both temporal and spatial estimates of soil loss within small watersheds and for hillslope profiles within small watersheds. Thus, the WEPP watershed version was applied to study watershed, located at Jawoon-ri, Gangwon to simulate diversion ditch and vegetated swale with detailed input data set. The sediment yield and runoff reduction rates reduced by 5.8% and 29.6% with diversion ditch and 9.8% and 14.5% with vegetated swale. With vegetated diversion ditch, runoff and sediment yield could be reduced by 11.8% and 40.4%, respectively. Based on the results obtained in this study, the WEPP model would be an useful tool to measure runoff and sediment yield reduction and establish site-specific sediment reduction best management plan.

Environmental Evaluation and Final Reclamation Design for the Friar Tuck Abandonded Coal Mine Site, Southwestern Indiana, U.S.A. (미국 인디아나주 남서부 Friar Tuck 폐탄광에 대한 환경평가 및 최종 복구설계)

  • ;Terry R.West
    • The Journal of Engineering Geology
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    • v.6 no.2
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    • pp.65-81
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    • 1996
  • Friar Tuck, an Abandoned Mine Lands (AML) site, is located on the Greene-Sullivan county line in southwest Indiana. Prior to the on-going reclamation, Friar Tuck was one of the Indiana's largest and most environmentally adverse abandoned mine lands. The direct vegetation method was used to reclaim tailing ponds. Grading, capping, and revegetalon using agricultural limestone, fertilizer, mulch and seed were applied to the gob piles to abate acid mine drainage (AMD) and off-side sedimentaion. Erosion control structures such as terrace, diversion ditch, and gabion structures were also constructed to minimize erosion at slopes. A new method for treatment of AMD using apatite was tested in the laboratory and field. Apatite effectively removed iron, aluminum and sulfate while maintaining an almost constant pH. Apparently, this method can be applied to control AMD from mining refuse materials, even those containing high concentrations of iron and aluminum ions.

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한반도 기후 변화에 따른 수해 및 빗물 저류터널(Flood Drainage Tunnel) 건설의 세계 동향 검토 연구

  • Choe, Jae-Hwa;Ji, Wang-Ryul
    • Magazine of korean Tunnelling and Underground Space Association
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    • v.14 no.2
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    • pp.31-37
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    • 2012
  • In the circumstances being continuous the unusual weather in the world, the city of Seoul has been devastating flood damage in July 2011, because of the heavy rainfalls. Along with expensive repairs to property, thousands of flood victims occurred; it is difficult to estimate the direct and indirect economic damages in city. Recently, as a part of the flood protecting measures, there are being discussed about the deep underground flood drainage tunnel, underground regulating reservoirs, permeable pavement, infiltration facility, river improvements, diversion channel, sewer pipe and ditch improvement and so on. Therefore, it is useful to make the plan of flood protecting measures more and more cost-effective and rational methods by considering the similar flood measures and constructions in the mega cities like Seoul.

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Pproblems in the design of grass waterway (초생수로설계상의 유의점)

  • 서연용
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.8 no.1
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    • pp.1071-1076
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    • 1966
  • In this country grassed waterway practice has long been employed for the protection of drainage or diversion ditches in treating the sloped forest lands. However, the hydraulic characteristics of flow in the ditches have been entirely away from consideration in determining the dimensions of the ditches. This paper is intended first to bring forth some problems which should be brought ioto Consideration in designing grassed waterway including hydrologic aspect for determining the drainage requirement, erosion resistance of various grasses and other factors related to the hydraulics of ditch and second to introduce to readers a method of grassed waterway design, though modified, proposed for U. S. Soil Conservation Service practice. The method presented in the paper was primarily based upon the data originated from the experiments of U. S. Soil Conservation Service laboratories and further investigations on the factors involved are hoped to be conducted for applying the design criteria in this country. It is recommended to use the method of grassed waterway design ,presented in this paper from the view point of wide employment of grass lining on ditches which is obtainable at the lower cost and in abundance every where in this country.

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