• 한국항만학회지
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• 제12권2호
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• pp.329-336
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• 1998

Sandmats are used to dissipate trapped water rapidly from the embankment built on marine soft ground. At present, however, it becomes difficult to obtain qualified sands since natural resources such as river sand are to exhausted. Also, low permeability of sand may cause low degree of consolidation and instability of embankment. In this study, design and construction methods was discussed. Drainage capacities of prefabricated horizontal drains which were installed in highway construction site are investigated in order to find possible substitution for river sands as drainage materials. On the basis of measurement data at the construction site, it was concluded that use of the prefabricated horizontal drains shows satisfactory drainage capacity without instability of embankment.

• 한국농공학회지
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• 제8권1호
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• pp.1077-1087
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• 1966

This paper is primarily aimed at helping those engineers understand the hydraulics of sub-surface drainage, who are concerned to drainage engineering in agricultural lands. This consists or five sections. the first section-introduction, the second-hydraulics of tile drai nage, the third-determination of tile spacing, the fourth-dekrmination of tile capacity and the fifth-conclusion with a list of references which this paper has been referred to. In the third section several methods of determining tile spacing are presented which are exactly based upon the same theory and an emphasis is especially put on Massland's integrated analysis. All computations are facilitated by plotted curves provided with here in and also exampHfied in the third and fourth sections purposedly leading to the better understanding of readers in application of the methods presented.

• Geomechanics and Engineering
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• 제38권1호
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• pp.79-91
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• 2024

The settlement, bearing capacity, axial force, and skin friction responses of pervious and impervious concrete piles in silty and sandy underlying layer foundations and of pervious concrete piles in model tests were determined. The results showed that pervious concrete piles can exhibit high strengths, provide drainage paths and thus reduce foundation consolidation time. Increasing the soil layer thickness and pile length could eliminate the bearing capacity difference of pervious piles in a foundation with a silty underlying layer. The pervious concrete piles in the sandy underlying layer were more efficacious than those in the silty underlying layer because the sandy underlying layer can provide more bearing capacity than the silty underlying layer. The results indicated that the performances of the pervious concrete piles in the sand and silt foundations differed. The pervious concrete piles functioned as floating piles in the underlying layer with a lower bearing capacity and as end-bearing piles in the underlying layer with a higher bearing capacity.

• 대한지하수환경학회지
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• 제6권4호
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• pp.206-212
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• 1999

산성광상배수의 처리를 위한 중화제로서 제강 슬래그의 이용 가능성을 검토하였으며 석회석과의 성능을 비교하였다. 24시간 반응시킨 고정 실험에서는 슬래그가 석회석보다 높은 pH를 나타냈고 Fe. Al 및 기타 중금속에 우수한 제거효율을 보였다. 10일간 진행된 연속단계실험결과 역시 슬레그가 석회석보다 높은 pH를 유지하였고 Fe와 Al의 제거성능의 저하는 나타나지 않았으며 Ni, Co. Cu. Zn 모두 석회석보다 슬래그에서 휠씬 높은 제거효율을 보였다. 황산$({H_2}{SO_4})$으로 pH를 AMD와 동일하게 맞추고 중금속만을 인위적으로 첨가한 증류수(인공산 용액)와의 반응에서는 AMD와의 반응에서보다 중금속의 제거효율이 떨어졌는데, 이는 AMD내에 존재하는 Fe와 Al 산화물이 침전할 때 공침이나 흡착에 의해 중금속이 제거되는데 비해 인공적인 AMD에서는 이러한 효과가 없기 때문인 것으로 판단된다. 슬래그의 크기별(5mm이하. 5~20 mm. 20 mm이상)실험에서는 슬래그의 크기가 작을수록 더 높은 pH 상승과 더 효과적인 금속들의 제거 성능을 보여 비표면적이 중요한 요인임을 제시하였다.

• 한국수자원학회논문집
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• 제38권3호
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• pp.189-198
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• 2005

본 연구에서는 조력발전소 배수갑문의 형상과 배치에 따른 방류능력을 해석하는데 3차원 수치모의가 효과적으로 이용될 수 있음을 보였다. 3차원 수치모형은 RANS를 지배방정식으로 하는 FLOW-3D 모형을 이용하였다. 본 연구결과 배수갑문의 방류능력은 물받이길이와 도류벽의 접근각도에 큰 영향을 받는 것으로 나타났다. 그리고 이의 개선 여부에 따라 $10\%$ 이상의 방류량 차이가 발생하였다. 또한 방류량은 배수문과 수차구조물을 연결하는 구조물의 형상과 물받이 끝 사면경사의 영향을 받는 것으로 나타났다. 본 연구에서는 배수갑문의 설계시 방류능력 개선을 위해서는 수리학적 검토가 필요하며, 수치모형실험이 수리모형실험과 더불어 유용한 해석도구로 이용될 수 있음을 보였다.

• 한국도로학회논문집
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• 제13권2호
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• pp.125-131
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• 2011

본 연구는 도로 운영시 강우로 인하여 발생하는 배수 취약구간에 대하여 현장 조사를 통하여 도로 배수 취약구간의 발생 원인을 과학적이고 구체적으로 규명하는데 목적이 있다. 도로 배수 취약구간의 발생 원인을 규명하기 위하여 배수취약구간에 대한 기존 연구결과 및 현황 자료를 검토하였으며, 도로 노면 배수시설과 도로 인접지 배수시설에 대한 취약구간을 조사 및 분석한 결과, 시공 및 기타의 원인으로 발생한 배수 취약구간이 45.7%, 도로의 기하구조가 원인이 된 배수 취약구간은 32.3%, 도로의 수리 수문의 원인은 22.0%로 분석되었으며, 분석된 원인 별 개선 방안으로서 i)시공 및 기타 부분에서는 토사측구의 재료 변경, 단면의 크기 상향 및 수리학적 근거를 바탕으로 한 용량의 산정을, ii)도로의 기하구조 측면에서는 편경사 및 종단선형을 고려한 합성경사의 도출 및 범위 산정과 종단 오목부 구간의 배수구조물 적정 간격의 제시를, iii)도로의 수리 수문 측면에서는 1분단위 강우강도식의 사용과 노면 강우의 부등류 흐름 해석 기법의 적용과 선형 배수방식에 따른 도로 노면 강우의 신속배제를 개선 방안으로 제안하였다.

• 상하수도학회지
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• 제23권6호
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• pp.711-717
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• 2009

In this study, SWMM model is used to reproduce the main storm sewer system located in the Nae-Hang drainage basin of the Mokpo city and keep track of flood discharge. Given the outlet of the reaches border the coastline, this paper has taken the dual-drainage approach to perform inundation simulation, considering both the overflows and inflows at the manholes of the sewer system, and at the same time, taking the impacts of tidal stage into consideration. The following conclusions are reached in this study: First, when planning lowland sewer system alongside the coastline or the riverside, the tidal stage or flood stage need to be considered in the planning and design processes. Second, an analysis that fails to consider overflow and inundation at the manholes may overestimate inundation depth of the flooded area. In other words, in order to estimate flood discharge and flood stage in a lowland storm sewer system, it is desirable to analyze the conveyance capacity of storm sewer system and simulate overflow and inundation at the manholes at the same time.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.87-94
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• 1999

Sand drain as a vertical drainage is widely used in soft ground improvement. Recently, sand, the principal source of sand drain, is running out. A laboratory model test was carried out to utilize gravel as a substitute for sand. Though which the characteristics of gravel are compared to those of sand for engineering purpose. Two cylindrical containers for the model test were filled with marine clayey soil from the west coast of Korea with a column in the center, one with sand, the other with gravel. Vibrating wire type piezometers were installed at the distance of 1.0D, 1.5D and 2.0D from the center of the column. D is the diameter of the column. The transient process of pore water pressure with loading and the characteristics of consolidation were studied with the data gained from the measuring instrument place on the surface of the container. The parameter study was performed for the marine clayey soil before and after the test in order to check the effectiveness of the improvement. The clogging effect was checked at various depth in gravel column after the test. According to the test, the settlement was found to be smaller in gravel drain than in sand drain. The increase in bearing capacity by gravel pile explains the result. The clogging effect was not found in gravel column. As a result, it is assumed that gravel is relatively acceptable as a drainage material.

• 한국기계가공학회지
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• 제16권2호
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• pp.22-27
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• 2017

During the water treatment process for household water supply, a reservoir is the last place the water is stored before being supplied to users, and the duration of the water's stay is an important factor that affects its safety. This may cause the concentration of the residual chlorine disinfectant to increase and thus lower the water's quality. The concentration and discharge efficiency of residual chlorine must be verified and managed, because these are key factors that affect the reservoir's performance. Because the actual verification test for analyzing the efficiency of a reservoir and the disinfectant's dilution capacity is difficult, simulations are generally conducted using the computational fluid analysis method. However, the simulation results require validation with experiments. The error and drainage efficiency were analyzed in this study by comparing and analyzing the actual tracer test and simulation so that the actual test for a hexagonal drainage can be replaced by the computational fluid analysis method. Based on the results of the efficiency analysis, the hexagonal reservoir was found to be appropriate, and the simulation's reliability was verified with a tracer test.

• 한국관개배수논문집
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• 제10권2호
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• pp.55-61
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• 2003

Bench scale experiments have been carried out to evaluate the adaptability of the anchor for improving the uplift capacity of foundation of pipe framed greenhouse which is typically adopted in conventional plastic film glazing greenhouses, such as 1-2W ty