• 한국환경과학회지
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• 제12권3호
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• pp.359-366
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• 2003

Ecological society and energy conservative systems has become a subject of world wide attention. To examine the technologies of such systems as resource recycling society, this study is proposed for using rainwater as energy source and water resources in urban area. Useful informations for planning of utilizing rainfall as energy source, water resources, emergency water and controlling flood are discussed with model systems in urban area. It is calculated that the rate of utilizing rainwater, amounts of utilizing rainwater, substitution rate of supply water, amounts of overflow rainwater according to rain storage tank volume. By applying the past weather data, The optimum volume of rain water storage was calculated as 200m$^3$ which mean no benefits according to the increase of storage tank volumes. For optimum planing and control method at the model system, several running method of rainwater storage tank was calculated. The optimum operating method was the using weather data as 3hours weather forecast.

• 한국습지학회지
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• 제24권3호
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• pp.161-169
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• 2022

본 연구에서는 수원지방에서 효율적이고 타당한 빗물저류조의 용량을 평가하기 위하여 수원강우관측소의 월평균강수량, 일강수량변동곡선 및 일강우일수를 분석하였다. 빗물저류조 용량별 연평균빗물사용량 및 일평균저수량은 빗물저류조내 유입되는 일강수량, 일수요량, 빗물저류조의 용량 등을 일단위 연속방정식에 적용하여 산정하였다. 빗물저류조 용량별 연평균빗물사용량, 이용효율, 저류조 사용일수, 저류조의 일평균저수량, 일별수요량 등을 감안하여 빗물저류조의 용량을 평가하면 물의 재이용 관련 법령에서 제시한 활용강우량 50.0mm 이상은 과다한 빗물저류조의 용량인 것으로 판단된다. 따라서 지역별로 타당하게 제시될 일별 수요량, 빗물사용량에 따른 빗물저류조 용량별 편익, 빗물저류조 용량별 설치비용 등을 감안하여 빗물 저류조의 활용강우량 즉 빗물저류조의 용량을 결정하는 것이 합리적임을 보여주었다.

• 환경영향평가
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• 제15권2호
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• pp.111-119
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• 2006

In Korea, an environment-friendly concept of "rain re-cycling" was initially introduced in apartment complex planning and designs in the late 1990s. Although its application cases are extremely few, with the growing importance of rainwater utilization, introduction of rainwater management facilities in urban areas began to drawn keen attention. In urban areas also, plans to introduce rainwater management facilities in apartment complexes as infrastructure improving living environment, such as sewage treatment facilities are very urgently required. In order to introduce rainwater management facilities as infrastructure in an apartment complex, apartment complex cases that had introduced the facilities were reviewed first. In this study, a few applied rainwater management facilities in an apartment complex were surveyed(Infiltration barrel, Rubble porosity storage tank, Underground storage tank). As a result, problems in introducing rainwater management facilities in apartment complexes in Korea were identified.

• 한국조경학회지
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• 제34권5호
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• pp.76-83
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• 2006

The purpose of this study was to investigate the performance of porous grass block. For the investigation, Festuca arundinacea and Zoysia japonica 'Zenith' were planted, and the volume of evapotranspiration and remains were examined based on different materials in the water tank in the experiment of Festuca arundinacea, the volume of water storage of treatment with perlite ($10.84{\iota}/m^2$) was higher than that with drainage ($7l/m^2$). The difference between the two was $3.84/m^2$. The drainage treatment without water storage capacity showed the higher degree of dryness in turf grass. The volume of evapo-transpiration of treatment with perlite was the highest (21.57mm/week). The volume of evapotranspiration of treatment with sand was 19.57mm/week, and with treatment with drainage was 18.24mm/week. Based on the measured volume of daily evapotranspiration of $2.60{\sim}3.08mm\;d^{-1}$, it was determined that the unit with water storage capacity would store water of one to two days usage compared to unite without such storage capacity. In the experiment of Zoysia japonica 'Zenith', the volume of water storage of treatment with perlite was $10.77l/m^2$ which was similar to the former experiment. The volume of evapotranspiration of treatment with perlite and sand were 21.64mm/week and 20.64mm/week, respectively. In case of airtight water tank, the volume was measured as 22.06mm/week. Each treatment has no notable difference in the volume of evapotranspiration. In conclusion, from the investigation in this study, porous grass block with water tank was found to be effective in plant growth under low irrigation. As the ecological area ratio and vegetated porous pavement have became more emphasized, additional study of rain infiltration and reservoir effect are needed in the future.

• 기술사
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• 제43권6호
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• pp.31-34
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• 2010

Recently, due to localized heavy rain and flash floods in urban areas is becoming more frequent flood damage. To prevent flood inundation damage, to formulate the diverse directions in connection with the drainage system of buildings, roads, sewerage, pump stations, detention (retention) pond, and streams is very important. In addition, it is important for the uniform design criteria, the consistent of hydrologic and hydraulic analysis method, and a flood disaster mitigation systems connected with structural and nonstructural measures. To accomplish this, the method such as installation of storage facilities, infiltration facilities, and underground water tank, the optimal size of the design gutter and grate of the road, ensure the capacity of pumping stations, and the installation of a flood control channel into the deep underground requires comprehensive measures dimension in urban areas.

• 한국건축시공학회지
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• 제22권6호
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• pp.607-618
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• 2022

본 연구는 황토와 무기질 결합재의 수화반응을 이용하여 빗물저류조용 황토투수블록을 개발한 연구로서 제조과정의 산업부산물인 고로슬래그 미분말과 페로니켈슬래그 순환자원을 골재로 활용하고 황토투수블럭을 제작하여 물성분석을 하였다. 도심지 내 투수성 포장을 확대하고 공극이 막혀 투수기능 상실을 방지하여 우수유출저감용 빗물관리시설에 사용하기 위한 것으로써 도시지역에서 열섬현상과 도심 집중강우에 따른 도로침수 포장체 파손 등이 대한 방안으로 활용이 가능하다.

• 한국환경복원기술학회지
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• 제24권6호
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• pp.109-119
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• 2021

Thermal environment of city is getting worse due to severe urban heat island caused by climate change and urbanization. Green roof improves the urban thermal environment and save the cooling energy in buildings. This study presented a green roof combined with a storage system that stores rain-water and supplies water through a wick and evaluated the temperature reduction effect as surface temperature and amount of evapotranspiration. For about a week, the surface temperature using a infrared thermal imager and the evapotranspiration by recording change of module weight were measured at intervals of 30 minutes from sunrise to sunset. The results show that the mean surface temperature of the green roof was 15.4 degrees lower than that of the non-green roof from 12:00 P.M. to 14:00 P.M. There was no significant difference between mean surface temperature of green roof with and without storage system immediately after rain, but more than a week after rain, there was a difference with average of 2.49 degrees and maximum of 4.72 degrees. The difference in daily amount of evapotranspiration was measured to be 1.66 times on average. As drought stress increased over time, the difference in daily amount of evapotranspiration and surface temperature between with/without storage system increased simultaneously. The results of the study show a more excellent cooling effect of green roof combined with the rainwater storage system.

• 대한기계학회논문집A
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• 제36권5호
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• pp.571-577
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• 2012

본 논문에서는 우수관로부터 발생되는 퇴적토의 준설처리를 위한 소형의 이동식 준설일괄처리 시스템을 제안하고, 특히 진공사이로와 1차 선별분리기 그리고 컨베이어를 일체화하는 진공사이로 선별분리장치를 설계하였다. 진공사이로 선별분리장치는 저장조, 이송 스크류, 진공 게이트, 스크린 바, 스크린 바 클리너, 진공배출장치로 구성된다. 특히 저장조 내에서 흡입공기의 흐름은 선별분리 성능의 주요 요소임을 고려하여 CFD 유동해석을 통해 최적형상을 도출하였다. 또한 CAE 구조해석을 통해 판재로 이루어지는 저장조의 안전성을 검토하였다. 그리고 3D-CAD 모델링을 통한 구동 메커니즘의 기구적, 역학적 시뮬레이션을 수행하여 사양을 결정하였다. 본 연구에 이어서, 드럼 스크린형 2차선별기, 데칸터형 탈수장치 그리고 보조장치인 오수탱크와 펌프 등을 설계할 것이다. 그리고 본 설계를 바탕으로 시제품을 제작하고 필드테스트를 수행할 것이다.

• 한국농공학회지
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• 제36권1호
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• pp.141-152
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• 1994

Our experiment investigated the degree of soil contaimination caused by oil leakage. Each soil sample was taken by boring 5, 8m below the test areas, located 5 to 30m from storage tanks at oil stations. According to the results from a series of laboratory tests(both soxhiet extract test and gas chromatograph test), Traces of a light oil were found in all samples except in Dj8, rocky soil and gasoline and petroleum were not detected. We concluded that soil contamination was caused by the corrosion of storage tanks or alternatively by oil overflow caused during the flooding of underground water seeping into the tank during heavy rain fall or the spillage caused by carelessness during lubrication. Old stations without a concrete box enclosing their metal tanks run a greater risk of oil leakage. To research the effect of oil leakage on plant growth and underground water, We examined the results of research conducted overseas. According to these results, when oil leakage occurs, plant growth is repressed and agricultural crops experience low productivity levels. Also, the contamination of underground water can be serious when oil spreads to the aquifer layer. As a result of these problems, to prevent oil leakage and minimize its contaminating effects at oil stations, it is necessary to improve facilities of storage tanks and have the monitoring system of oil leakage.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.356-356
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• 2023

충청북도 청주시 상당구 월오동 251-7번지와 251-15번지 2곳에 각각 50m³ 규모의 빗물저류조를 대상으로 2017년 7월 16일 호우사상을 적용하여 설치 전·후의 침수저감 효과를 분석하였다. 침수분석을 위해 지형자료는 국토정보플랫폼에 있는 1:25,000 자료를 활용하였으며, 모의 전 대상지역의 관망구축에 따른 지형자료를 구축하였고 관망은 노드 40개와 링크 39개로 구성하였다. SWMM 모형을 구동하여 유역내 유출량을 분석하기 위해 유역과 관련한 입력자료와 이외 유역간의 연결부인 관거 하도 입력자료 구축 및 하도와 하도를 연결하는 모델상의 Junction인 실제 맨홀과 관련한 입력자료를 구축하였다. 관거 입력자료로는 관거의 제원, 길이, 깊이 등의 자료를 수집하여 사용하였다. 빗물저류조 설치전·후의 침수저감효과를 분석하기 위해 빗물저류조 설치전의 침수양상을 모의 하였으며 각각 강우발생 후 30분, 50분, 70분, 90분, 110분, 130분 및 150분으로 구분하여 분석하였다. 강우발생 후 150분의 모의분석 결과, 침수심은 0.2<깊이<0.4의 면적이 600m²로 가장 넓은 침수분포를 나타내었으며, 총 침수면적은 2,225m²로 모의되었다. 이는 강우발생 후130분 보다 125m² 더 침수되었으며, 0.8<깊이<1.0의 면적은 150m²로 모의되었다. 전체적인 침수심도 커진 것으로 분석되었다. 빗물저류조 설치 후의 침수양상을 모의하였으며 각각 강우발생 후 30분, 50분, 70분, 90분, 110분, 130분 및 150분으로 분석하였다. 강우발생 후 150분의 모의분석 결과, 침수심은 0.2<깊이<0.4의 면적이 250m²로 가장 많은 침수분포가 나타났으며, 총 침수면적은 550m²으로 모의 되었다. 이는 강우발생 후 110분과 침수면적은 동일하게 모의 되었으며, 침수심 0.2<깊이<0.4의 면적은 250m²로 모의 되었다. 따라서 해당 지역에 50m³ 규모의 빗물저류조 2개를설치 할 경우 침수피해가 저감되는 것으로 분석되었다. 이러한 분석 결과를 바탕으로 향후 도시내 상습침수구역에 빗물저류조를 설치하여 기후변화에 따른 극한 강우에 대비할 수 있도록 해야 할 것이다.