• 한국환경복원기술학회지
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• 제17권3호
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• pp.1-11
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• 2014

Recently, major cities in Korea are suffering from frequent urban flooding caused by heavy rainfall. Such urban flooding mainly occurs due to the limited design capacity of the current drainage network, which increases the vulnerability of the cities to cope with intense precipitation events brought about by climate change. In other words, it can be interpreted that runoff exceeding the design capacity of the drainage network and increased impervious surfaces in the urban cities can overburden the current drainage system and cause floods. The study presents the green roof as a sustainable solution for this issue, and suggests the pre-design using the LID controls model in SWMM to establish more specific flood prevention system. In order to conduct the computer simulation in connection with Korean climate, the study used the measured precipitation data from Cheonan Station of Korea Meteorological Administration (KMA) and the forecasted precipitation data from RCP 8.5 scenario. As a result, Extensive Green Roof System reduced the peak runoff by 53.5% with the past storm events and by 54.9% with the future storm events. The runoff efficiency was decreased to 4% and 7%. This results can be understood that Extensive Green Roof System works effectively in reducing the peak runoff instead of reducing the total stormwater runoff.

• Membrane and Water Treatment
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• 제10권1호
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• pp.45-55
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• 2019

Climate change has significantly affected the rainfall characteristics which can influence the pollutant build-up and wash-off patterns from the catchment. Therefore, this study explored the influence of varying rainfall characteristics on urban and agricultural runoff pollutant export using statistical approaches. For this purpose, Mann-Kendall and Pettitt's test were applied to detect the trend and breakpoint in rainfall characteristics time series. In addition, double mass curve and correlation analysis were used to drive the relationship between rainfall-runoff and pollutant exports from both catchments. The results indicate a significant decreased in total rainfall and average rainfall intensity, while a significant increased trend for antecedents dry days and total storm duration over the study periods. The breakpoint was determined to be 2013 which shows remarkable trend shifts for total rainfall, average rainfall intensity and antecedents dry days except total duration. Double mass curve exhibited a straight line with significant rainfall-runoff relationship indicates a climate change effect on both sites. Overall, higher pollutant exports were observed at both sites during the baseline period as compared to change periods. In agricultural site, most of the pollutants exhibited significant (p< 0.05) association with total rainfall, average rainfall intensity and total storm duration. In contrast, pollutants from urban site significantly correlated with antecedent dry days and average rainfall intensity. Thus, total rainfall, average rainfall intensity and total duration were the significant factors for the agricultural catchment while, antecedents dry days and average rainfall intensity were key factors in build-up and wash-off from the urban catchment.

• Environmental Engineering Research
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• 제13권4호
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• pp.184-191
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• 2008

Long term monitoring was conducted to investigate a surface runoff of pollution from urban highway. The monitoring data was collected for 18 rainfall events and was used to correlate pollution load to various parameters, such as rainfall intensity, antecedent dry days and total discharge flow. Runoff coefficient and seasonal variation were also evaluated. The mean runoff coefficient of the highway was 0.823(range; $0.4687{\sim}0.9884$), and wash-off ratio for $COD_{Mn}$ and SS loads was 72.6% and 64.3%, respectively. For the initial rainfall event, the runoff EMC of $COD_{Mn}$ was high in summer and the EMC of SS was high in autumn season. However the seasonal variation of T-N and T-P was not significant. The discharged $COD_{Mn}$-EMC was $147.6\;mg/L{\sim}9.0\;mg/L$ on the generated $COD_{Mn}$-EMC of $98.8\;mg/L{\sim}8.9\;mg/L$. While the generated EMC of SS was in $285.7\;mg/L{\sim}20.0\;mg/L$ and its discharged EMC was in $190.4\;mg/L{\sim}8.0\;mg/L$. EMC of pollutants was not directly related to the first flush rainfall intensity and the antecedent dry days. But the correlation was relatively high between EMC and cumulative runoff flow volume. The trend of EMC was reduced with the cumulative runoff flow volume.

• KIEAE Journal
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• 제16권1호
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• pp.67-71
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• 2016

Purpose: There is a growing interest in rainwater runoff reduction effect of green roof, as flooding caused by increasing impervious surface is becoming more and more frequent in urban areas. This study was conducted to prove runoff reduction and runoff delay effect of the retentive green roof and to investigate its influencing factors to the rainfall events that occurred in the summer of 2013. Method: The experiment intended to monitor the runoff quantity of the retentive green roof($140m^2$) and normal roof($100m^2$) in #35 building in Seoul National University, Seoul, Korea for 75 days in 2013. Result: On analysis of 9 rainfall events, it showed that the retentive green roof has 24.8~100% of runoff reduction ratio, 21.2~100% of peak flow reduction ratio, 0.5~3.75 hours of peak delay, and $1.8{\sim}7.2m^3$ of retaining capacity in an area of $140m^2$. It shows different results depending on rainfall and antecedent dry days. The results show that runoff reduction effect is effective when the rainfall is less than 50 mm and antecedent dry day is longer than five days on average. By installing retentive green roofs on buildings, it can help mitigate urban floods and rehabilitate urban water cycle.

• 한국농공학회지
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• 제45권4호
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• pp.78-88
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• 2003

The land use changes from non-urban areas to urban areas lead to the increased impervious areas, consequently increased direct runoff and higher peak runoff. Urban areas have also been recognized as significant sources of Nonpoint Source (NPS) pollution, while agricultural activities have been known as the primary sources of NPS pollution. Many features of the L-THIA/NPS GIS, L-THIA/NPS WWW system have been enhanced to provide easy-to-use system. The L-THIA model was applied to the Little Eagle Creek (LEC) watershed in Indiana to evaluate the accuracy of the model. The L-THIA/NPS GIS estimated yearly direct runoff values match the direct runoff separated from U.S. Geological Survey stream flow data reasonably. The $R^2$ and Nash-Sutcliffe values are 0.67 and 0.60, respectively. The L-THIA estimated runoff volume and total nitrogen loading for each land use classification in the LEC watershed were computed. The estimated runoff volume and total nitrogen loading in the LEC watershed increased by 180% and 270% for the 20 years. Urbanized areas -"Commercial", "High Density Residential", and "Low Density Residential"- of the LEC watershed made up around 68% of the 1991 total land areas, however contributed more than 92% of average annual runoff and 86% of total nitrogen loading. Therefore, it is essential to consider the impacts of land use change on hydrology and water quality in land use planning of urbanizing watershed.nning of urbanizing watershed.

• 한국수자원학회논문집
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• 제37권7호
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• pp.599-612
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• 2004

유역규모의 장기 유출모형인 SWAT은 다양한 토지이용을 고려할 수 있는 장점이 있는 반면, 도시지역에 대한 배수특성을 충분히 고려할 수 없는 단점을 가지고 있다. 반면, 세계적으로 도시지역의 유출현상 규명에 널리 이용되는 SWMM 모형은 도시지역의 지표면 특성과 배수특성을 모두 고려할 수 있는 장점이 있는 반면 유역 내 도시지역 이외의 토지이용에 대한 고려가 힘들다는 단절이 있다. 본 연구에서는 두 모형의 장점을 살리고, 단점을 보완한 SWAT-SWMM 결합모형을 경안천내 오산천 유역에 적용하였다. 이로부터 SWAT-SWMM 결합모형에 대한 모식결과와 SWAT 모형에 의한 모의결과를 증발산, 지표면유출량, 토양으로부터의 유출량, 유역 및 하도 유출량 등 수문성분별로 비교ㆍ평가하였고, 두 모형의 수문성분별 유출모식의 특징에 대하여 논의하였다

• 한국수자원학회논문집
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• 제54권1호
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• pp.61-69
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• 2021

본 연구에서는 스마트시티 하천관리를 효율적으로 수행하기 위하여 웹상에서 홍수분석 모델을 연계하고 입력 및 출력 정보를 데이터베이스화하여 정보를 제공하는 연계플랫폼을 개발하였다. 연계플랫폼에서는 스마트시티 내 홍수분석을 하기 위하여 유역유출 분석 모델, 하천흐름 분석 모델 그리고 도시유출 분석 모델을 적용하였다. 본 플랫폼에서는 적용한 모델을 통해 스마트시티 내 발생할 수 있는 도시유출에 대하여 단계적으로 접근함으로써 더욱 신뢰성 있는 결과를 획득할 수 있다. 또한, 데이터 수집, 입력데이터 생성 및 결과 데이터 저장과 같은 모든 분석 과정이 웹상에서 진행되기 때문에 특수 장비나 도구 없이 웹에 접근할 수 있는 환경만 구축된다면 분석 수행과 결과 조회가 가능하다. 이를 통하여 스마트시티 관리자들은 효율적인 하천 및 도시 관리가 가능하고, 더불어 도시유출에 대한 교육용 자료로도 활용될 수 있을 것으로 기대된다.

• 대한토목학회논문집
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• 제30권5B호
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• pp.479-486
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• 2010

신뢰성 있는 수문자료의 획득은 효율적인 물 관리를 위한 가장 기본적인 조건인 동시에 가장 필수적인 조건이다. 특히 최근 이상기후의 영향으로 빈번하게 발생하고 있는 도시홍수에 대응하기 위한 경보체계 등을 구축하는데 있어 사용자가 관측하고자 하는 임의 지점에서 유황자료의 획득은 매우 중요하다. 지속적인 하천정비 사업을 통해 외수범람에 의한 홍수 발생빈도는 점차 낮아지고 있지만, 하수관거의 노후화, 관리 소홀 등의 원인으로 내수배제가 원활하지 못해서 발생하는 내수침수로 인한 도시홍수는 지속적으로 발생하고 있다. 이러한 도시홍수 저감을 위해서는 도시배수시스템에 대한 지속적인 관리와 현황파악이 필수적이다. 본 연구에서는 CDMA(Code Division Multiple Access) 무선통신기술과 Bluetooth 근거리 무선통신기술을 사용하여 전문적인 지식이 없는 사용자라도 누구나 언제, 어디서든 도시배수시스템의 임의의 지점에서 유황을 파악하고, 배수관망에서는 유황 관측과 동시에 유출 경로 추적이 가능한 도시배수관망 유속측정 시스템의 개발을 목표로 하였다. 도시배수관망 유속측정 시스템은 세 단계로 구성되어 운영된다. 첫 번째 단계에서 ubiquitous floater를 사용하여 획득한 유황 정보를 서버로 전송하면, 두 번째 단계에서 서버 컴퓨터를 통해 도시 배수시스템의 현황을 판단하고, 마지막 단계에서 정보를 GUI(Graphic User Interface)를 통해 사용자에게 제공하게 된다. 개발된 도시배수관망 유속측정 시스템을 경기도 수원의 원천천에 위치한 배수관망에 적용하여 현장 실험한 결과, 도시 배수관리를 위해 필요한 정보들을 실시간으로 획득하고 관리할 수 있었다.

• KIEAE Journal
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• 제6권3호
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• pp.27-34
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• 2006

The recent emphasis on ecological urban development has led to the need to maintain a hydrologic cycle in urban areas. As such, this study proposes decentralized rainwater management, a concept of onsite rainwater management that involves the utilization, infiltration, detention, and retention of rainwater. The main objective of this research is to estimate the proportion of decentralized rainwater management that is needed. From the research that was conducted in this study, it was found that the total runoff quantity increases by 10-20% after district lands are developed, when the probable rate of precipitation every 10 years is within this range. Thus, the runoff rate can be reduced by 10~20% of the total runoff quantity through decentralization. On the other hand, in the scale of housing complex development, the total runoff quantity increases by as much as 10~40% due to the changes in the rate of the impervious surface area. If 10-40% of the total runoff quantity was processed through decentralized rainwater management, the rate of infiltration, detention, retention, and runoff in precipitation prior to development could be recovered.

• 한국지하수토양환경학회지:지하수토양환경
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• 제6권3호
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• pp.73-91
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• 2001

미국지질조사소 NAWQA 프로그램에서 선정한 기준에 따라, 도시지역에서 채취한 도로를 흐르는 빗물과 일부 지하수의 휘발성유기화합물의 오염을 평가하기 위해 62개 휘발성유기화합물을 선택하였다. 62개 휘발성유기화합물은 3종류의 aromatic hydrocarbons, 13 종류의 alkyl benzenes, 1개의 ether, 26종류의 halogenated alkanes, 10종류의 halogenated alkenes 및 9종류의 halogenated aromatics를 포함하고 있다. 서울시 지역의 도로를 흐르는 빗물과 지하수의 휘발성유기화합물의 함량은 2000년 3월, 6월 및 11월에 시료를 채취하여 분석하였다. 모두 78개 시료(44개 도로를 흐르는 빗물시료, 27개 지하수 시료, 7개 하수종말처리장의 시료)가 채취되었으며, purge and trap 방법으로 추출하여 GC-MS로 분석하였다. 그 결과, alkyl benzenes과 aromatic hydrocarbons이 서울지역에서 자동차 통행에 의해 가장 영향을 받는 유기화합물이다. 분석된 62개 휘발성 유기화합물 중, 도로에 흐르는 빗물에서 검출되지 않은 휘발성유기화합물 성분은 단지 11개 성분뿐이었으나, 채취된 지하수에서 검출된 휘발성유기화합물은 14개 성분만이 검출되었다. 도로를 흐르는 빗물에서의 톨루엔 함량은 시료 채취 장소에 따라 변화가 매우 심하고, 0.1-29,310ppb이다. 벤젠의 함량은 0.05-33.0ppb, ethylbenzene은 0.05-960ppb, trichloromethane(chloroform)은 0.08-20ppb, trichloroethylene(TCE)는 0.03-4.30ppb, 1,1,2 trichloroethane은 0.1-50.0ppb이다. 채취된 일부 지하수 시료에 대한 예비조사 결과, dichloromethane(methylene chloride), trichloromethane(chloroform)와 toluene 등이 가장 자주 검출되는 성분이었다. 대부분의 aromatic hydrocarbons, alkyl benzenes및 다른 유기용매 성분은 검출농도 이하이다.