• Title/Summary/Keyword: 중력식 구조물

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Mechanism and Spray Characteristics of a Mini-Sprinkler with Downward Spray for Prevention of Drop Water (하향 분사식 미니스프링클러의 낙수방지 메카니즘과 살수 특성)

  • Kim, Hong-Gyoo;Chung, Sung-Won
    • Journal of Bio-Environment Control
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    • v.16 no.3
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    • pp.210-216
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    • 2007
  • A study was conducted to find mechanism and spray characteristics of a mini-sprinkler with downward spray to develop a new design type to be able to prevent drop water. The experiments were executed in a plastic greenhouse to minimize the effect of the wind. Data was collected at five different operation pressures and at 4 different raiser heights. Spray characteristics of the sprinkler such as effective radius, effective area, mean application depth, absolute maximum application depth, effective maximum application depth and coefficient of variation were determined. In order to analyze the mechanism and packing supporter of sprinkler, the numerical simulation using ABAQUS was performed. The optimum pressure for preventing drop water was determined.

A Study on the Effect of Applying Water Seepage Lowering Method Using Swelling Waterstop for Expansion Joint in the Concrete Dam (콘크리트 댐에서 수축이음부의 수팽창성 차수재를 이용한 침투저감 공법 적용효과 연구)

  • Han, Kiseung;Lee, Seungho;Kim, Sanghoon;Kim, Sejin;Pai, Sungjin
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.10
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    • pp.21-29
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    • 2021
  • Most concrete gravity-type dams in and out of the country were constructed by column method to control cracks caused by concrete hydration heat generated during construction, resulting in a certain level of leakage after impoundment through various causes, such as contraction joints and construction joints. However, due to the characteristics of concrete structures that shrink and expand according to temperature, concrete dams have vertical joints and drains to allow penetration. PVC waterproof shows excellent effects in completion of the dam, which however increases the possibility of interfacial failure due to different thermal expansion. Other causes of penetration may include problems with quality control during installation, generation of cracks due to heat of hydration of concrete, waterproofing methods, etc. In the case of Bohyunsan Dam in Yeongcheon, North Gyeongsang Province, the amount of drainage in the gallery was checked and underwater, and it was confirmed that there are many penetrations from drainage holes connected to vertical joints, and that some of the PVC waterproofs are not fully operated. As a new method to prevent penetration through vertical joints, D.S.I.M. (Dam Sealing Innovation Method) developed by World E&C was applied to Bohyunsan Dam and checked the amount of drainage in the gallery. As a result of first testing three most leaking vertical joints, the drain in the gallery was reduced by 87% on the average and then applied to the remaining 13 locations, which showed a 83% reduction effect based on the total drain in the gallery. Summing up these results, it was found that D.S.I.M. preventing water leakage from the upstream face is a valid construction method to reduce the water see-through and penetration quantity seen in downstream faces of concrete dams. If D.S.I.M. is applied to other concrete dams at domestic and abroad, it is expected that it will be very effective to prevent water leakage through vertical joints that are visible from downstream faces.