• 상하수도학회지
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• 제19권5호
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• pp.557-564
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• 2005

The objective of this study is to evaluate a criteria of intercepting capacity and a reduction goal of overflow pollution load in combined sewer system. In the current criteria of intercepting capacity in the domestic sewage facility standard, it is known that three times of peak sewage (Q) in dry period or runoff flow by 2mm/hr is not appropriate since the intercepted flow is estimated by runoff and show different result even in the same watershed. Though a reduction goal of overflow pollution load can be determined from 1) same level of storm-water runoff pollution load in separated storm sewer, 2) less than 5% sewage load in dry weather period, by the domestic sewage facility standard, the simulated results from storm-water model show large differences between two criteria. While it is predicted that sewage pollution load standard three time larger than separated storm sewer standard in high population density and urbanized area, it is shown that separate storm sewer standard larger than sewage pollution load standard in middle population density and developing area. Accordingly, it is proposed that more reasonable intercepting flow and reduction goal of overflows pollution load should be established to minimize discharging pollution load in combined sewer systems. For the purpose, a resonable standard has to be amended by pollution load balance considering the characteristics of a watershed for generation, collection, treatment, and discharging flow.

• 한국해안해양공학회지
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• 제2권2호
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• pp.104-111
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• 1990

부산연안에서 태풍으로 인한 수위변화특성을 파악하고 수위예측을 위하여 태중 Thelma 통과 기간증 한국남해안에 위치한 6개 검조소의 조위관측자료와 기상자료를 분석하였다. 수치모델에 있어서는 해면기압의 공간분포로 인한 수위변화를 고려하였다. 폭풍해일(storm surge)의 계산결과 부산연안의 최대수위편차의 출현시각과 수위편차곡선은 가덕도의 조위실측치로부터 구한 수위편차곡선과의 상당히 유사한 결과를 나타냈다. 그러나 부산검조소 위치에서 조위실측치로부터 구한 수위편차곡선은 검조소가 수로에 위치한 관계로 일반적인 해일 곡선을 나타내지 못한다. 본 계산결과에 의하면 낙동강 하구역에서는 지형적인 영향으로 최대 2.5m 이상의 수위편차가 나타났으며, 그 밖의 해안에서는 약 60cm 전후의 수위편차가 나타났다.

• 환경영향평가
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• 제8권4호
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• pp.1-12
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• 1999

본 연구의 목적은 지리정보시스템과 원격탐사를 이용하여 체계적이고 효율적인 수질관리 자료기반을 구축하고, 유역의 오염부하를 산정하여 장래의 수질을 예측할 수 있는 수질관리시스템을 구축하는데 있다. 수질관리를 위해서는 오염물질의 최적처리 등의 기술적 측면뿐만 아니라 수질환경에 관한 정확한 정보의 취득과 관리가 필요하다. 본 연구에서는 지형 및 속성정보의 입력 및 편집을 위해 ArcView 3.1을 사용하였으며, Avenue Script를 이용하여 사용자환경을 갖추도록 하였다. 또한, 토지피복분류를 위하여 20m 해상도의 SPOT XS영상을 대상으로 PCI 소프트웨어를 이용하여 분석하였다. 수질관리시스템은 데이터베이스 보조시스템과 Modeling 보조시스템으로 구성된다. 데이터베이스 보조시스템은 수치지형도에서 추출한 수치표고모델에서 분석한 유역분할도, 위성영상자료, 정부보고서, 통계자료들로 구성되며, Modeling 보조시스템은 강우 시와 비강우시의 유역의 오염부하량을 산정하고 수질예측을 하는 SPLM(Storm Pollutant Loading Model)과 NSPLM(Non-Storm Polutant Loading Model)으로 구성된다. 각각의 보조시스템은 그래픽 출력 부분과 결합하여 분석결과 및 유역현황을 표시하도록 설계되었다. 개발된 수질관리 시스템은 경기도 광주군 광주읍에 위치한 목현천 유역을 대상으로 적용되고 수정되었다.

• 한국물환경학회지
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• 제30권1호
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• pp.8-15
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• 2014

In this study, regression equation was analyzed to estimate non-point source (NPS) pollutant loads in orchard area. Many factors affecting the runoff of NPS pollutant as precipitation, storm duration time, antecedent dry weather period, total runoff density, average storm intensity and average runoff intensity were used as independent variables, NPS pollutant was used as a dependent variable to estimate multiple regression equation. Based on the real measurement data from 2008 to 2012, we performed correlation analysis among the environmental variables related to the rainfall NPS pollutant runoff. Significance test was confirmed that T-P ($R^2=0.89$) and BOD ($R^2=0.79$) showed the highest similarity with the estimated regression equations according to the NPS pollutant followed by SS and T-N with good similarity ($R^2$ >0.5). In the case of regression equation to estimate the NPS pollutant loads, regression equations of multiplied independent variables by exponential function and the logarithmic function model represented optimum with the experimented value.

• 한국수자원학회논문집
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• 제51권10호
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• pp.887-893
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• 2018

본 연구에서는 신뢰성해석기법을 이용하여 우수관에 대한 최적설계기법을 제시하였다. 최근 빈번히 일어나고 있는 국지성호우에 대해 기존의 결정론적 설계기법으로는 우수관의 용량을 초과하여 도시침수가 일어나기 쉽다. 이러한 문제를 해결하기 위해서는 우수관의 설계변수들을 확률변수로 인식하는 추계학적 기법이 필요하다. 이를 위해서 본 연구에서는 FORM (First Order Reliability Method)을 사용하여 우수관의 신뢰성해석모형을 개발하였다. 개발된 신뢰성해석기법은 5개 지역의 실제 구축된 우수관에 적용하여 안전도를 분석하고 공사비증가에 따른 안전도의 변화를 분석하였다. 다섯 개 지역의 빈도별 강우강도를 분석하고 신뢰성해석을 통해 우수관의 용량초과확률을 정량적으로 산정할 수 있었다.

• 상하수도학회지
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• 제25권3호
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• pp.407-417
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• 2011

Nowadays, the high land use, mainly used for urbanization, is affecting runoff loads of non-point pollutants to increase. According to this fact, increasing runoff loads seems like to appear that it contributes to high ratio of pollution loads in the whole the pollution loads and that this non-point source is the main cause of water becoming worse quality. Especially, concentrated pollutants on the impermeable roads run off to the public water bodies. Also the coefficient of runoff from roads is high with a fast velocity of runoff, which ends up with consequence that a lot of pollutants runoff happens when it is raining. Therefore it is very important project to evaluate the quantity of pollutant loads. In this study, I computed the pollutant loadings depending on time and rainfall to analyze characteristics of runoff while first flush storm water and evaluated the runoff time while first flush storm water and rainfall based on the change in curves on the graph. I also computed contribution ratio to identify its impact on water quality of stream. I realized that the management and treatment of first flush storm water effluents is very important for the management of road's non-point source pollutants because runoff loads of non-point source pollution are over the 80% of whole loads of stream. Also according to the evaluation of runoff loads of first flush storm water for SS, run off time was shown under the 30 minute and rainfall was shown under the 5mm which is less than 20% of whole rainfall. These are under 5mm which is regarded amount of first flush storm water by the Ministry of Environment and it is judged to be because run off by rainfall is very fast on impermeable roads. Also, run off time and rainfall of BOD is higher than SS. Therefore I realized that the management of non-point source should be managed and done differently depending on each material. Finally, the contribution ratio of pollutants loads by rainfall-runoff was shown SS 12.7%, BOD 12.7%, COD 15.9%, T-N 4.9%, T-P 8.9%, however, the pollutants loads flowing into the steam was shown 4.4%. This represents that the concentration of non-point pollutants is relatively higher and we should find the methodical management and should be concerned about non-point source for improvement on water quality of streams.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2003년도 학술발표회논문집(2)
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• pp.995-998
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• 2003

• 한국산학기술학회논문지
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• 제12권11호
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• pp.5330-5336
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• 2011

우수유출저감과 건전한 도시 물순환 환경의 구축을 위하여 다양한 침투시설들의 개발 및 적용이 점점 중요해지고 있다. 본 연구에서는 도시에서 가로수목공간으로 사용되는 식재박스를 활용하여, 우수유출의 저감, 도시내 물순환 체계 개선 및 친환경적인 기능을 수행할 수 있는 침투시설을 개발하였다. 개발된 시설은 작은 규모로도 설치할 수 있어 광로, 대로, 중로, 소로 및 보행도로나 좁은 공간의 구분없이 설치가 가능하여, 기존 도시 및 신도시 등에 광범위하게 적용할 수 있다. 개발된 기술을 4차로에 적용할 경우 식수대의 설치간격을 6m미만으로 유지한다면, 98%의 호우사상에 대하여 우수의 유출을 65% 이상 저감할 수 있는 것으로 나타났다. 본 연구에서 개발된 가로수목공간 조성기술 적용을 통하여, 우수유출 저감에 따른 치수효과와 더불어 녹색도시의 구현이 가능할 것으로 기대된다.

• 한국환경복원기술학회지
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• 제6권4호
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• pp.52-61
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• 2003

This study was carried out to analyze the effects of stormwater retention and infiltration pond on reduction of flood peak and volume in a experimentally developed ecological pond. The experimental site has 542$m^2$ watershed area, 1,310mm yearly-averaged rainfall. And the area of the retention pond is 60$m^2$, the maximum water depth is 0.5m, the maximum and average storage is 15$m^3$and 9.3$m^3$d. And the area of infiltration pond is 58$m^2$, and the water depth varies 0.2m~0.5m. The monitoring system consists of one rainfall gage, one Parshall flume and acoustic water level gage, two rectangular weirs and acoustic water level gage for discharge gaging, and one data recording unit. Data from ten storm events in total, three storm events in year 2000 and seven storm events in year 2001, were collected. From the data the evaporation rate was achieved with the water balance equation, and the result shows 5.0mm/day in average. The result from the analysis of the effects on reduction of flood peak and volume, is that 14% reduction of flood volume and 15% reduction of flood peak in retention pond and 49% reduction of flood volume in infiltration pond.

• 한국물환경학회지
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• 제24권2호
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• pp.180-184
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• 2008

A distributed hydrologic model of an urban drainage area on Bugok drainage area in Oncheon stream was developed and combined with a optimization method to determine the optimal location and number of best management practices (BMPs) for storm water runoff reduction. This model is based on the SCS-CN method and integrated with a distributed hydrologic network model of the drainage area using system of 4,211 hydrologic response units (HRUs). Optimal location is found by locating HRU combination that leads to a maximum reduction in peak flow at the drainage outlet in this model. The results of this study indicate the optimal locations and numbers of BMPs, however, for more exact application of this model, project cost and SCS-CN reduction rate of structural facilities such infiltration trench and pervious pavement will have to be considered.