• Title/Summary/Keyword: 빗물관리

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Climate Change Adaptation Strategy by Multipurpose, Proactive Rainwater Management and Case Studies in Korea (다목적이고 적극적인 빗물관리에 의한 기후변화 적응방안과 국내 사례)

  • Han, Mooyoung;Mun, Jungsoo;Kim, Tschungil
    • Journal of Korean Society of Water and Wastewater
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    • v.23 no.2
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    • pp.223-230
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    • 2009
  • Most urban water management systems are becoming vulnerable to flooding and drought due to the climate change (CC), urbanization and energy shortage. Despite of poor water management circumstances caused by extremely uneven annual rainfall and hilly terrain, traditionally we have made a sound and sustainable life based on our own philosophy and technologies which copes with our rigid environment. In this study a new paradigm of rainwater management is suggested and multipurpose and creative rainwater harvesting and management (RWHM) systems are introduced providing several case studies such as rainfall storage drainage (RSD) system, rainwater infiltration facilities and star city RWHM system. This new RWHM paradigm leads Seoul Metropolitan Government (SMG) in the Republic of Korea to change regulations and politics for the integrated RWHM. Finally, RWHM is expected to improve the safety, efficiency, energy consumption of urban water infrastructure, to reduce urban heat island phenomenon and, furthermore, to contribute in finding solutions for worldwide water issues and to adapt CC.

A study on stormwater fee imposition for sustainable rainwater management (지속가능한 빗물관리를 위한 강우유출수 부담금 도입방안 검토)

  • Kim, Gil-Bok
    • Journal of Korean Society of Water and Wastewater
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    • v.33 no.2
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    • pp.103-110
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    • 2019
  • Management of stormwater runoff is considered a nationwide challenge. To deal with this challenge, many researches have been conducted to study initial stage of stormwater fee imposition. The objective of this study was to recommend a framework for stormwater fee imposition not only for funding the stormwater management programs but also for encouraging people to decrease impervious area. This study focused on, regulations, financial resources and international cases related to stormwater runoff management. Polluter pays principle, which is generally recognized environmental policy principle is regarded the basis of stormwater fee imposition. Three components suggested for the stormwater rate structure are 1) stormwater utility revenue requirement, 2) billable equivalent stormwater unit, 3) system unit cost. The key point of stormwater rate structure is the "Equivalent Residential Unit(ERU)". The concept of an ERU is one residential area with a runoff coefficient. The runoff coefficient is that portion of rainfall that becomes runoff rather than infiltrating into the ground. In addition to this, this study took into account the observed data simulation for the separation of stormwater treatment expenditure from the comprehensive wastewater treatment cost.

Analysis of Water Cycle Effect by Plan of LID-decentralized Rainwater Management Using SWMM-LID Model in a Low-carbon Green Village (SWMM-LID를 이용한 저탄소 녹색마을의 LID-분산형 빗물관리 계획에 따른 물순환 효과 분석)

  • Lee, Jung-Min;Hyun, Kyoung-Hak;Lee, Yun-Sang;Kim, Jung-Gon;Park, Yong-Boo;Choi, Jong-Soo
    • Land and Housing Review
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    • v.2 no.4
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    • pp.503-507
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    • 2011
  • There was a plan to develop a low-carbon green village(approximately $400,000m^2$) in A city, a new town. Restoration of water cycle is essential for creation of the low-carbon green village. Therefore, installation plan of LID-decentralized rainwater management facilities for natural water cycle was established for creation of the low-carbon green village. Analyses on effect of the water cycle were performed in conditions of before, after developing the low-carbon green village and after installing the LID facilities(rain garden, constructed wetland, rainwater harvesting facility, etc.) using SWMM-LID model developed by EPA. Due to the characteristic of permeable area before development and significant green spaces after development, installation plan of LID facilities to restore the water cycle did not show an obvious effect. However, potential of the hydrological cycle could be seen by the installation of the LID facilities.

Analysis of Rainfall Runoff Reduction Effects Based on Low Impact DevelopmentFacility Monitoring Data (저영향시설(LID) 모니터링 자료 보정을 통한 유출저감 효과 분석)

  • Lee, Inhwa;Ahn, Jeahwang;Yi, Jaeeung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.157-157
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    • 2017
  • 우리나라에서는 급속도로 진행되고 있는 도시화의 영향으로 토지사용 방법이 변화함에 따라 도심지 내 불투수율이 증가하고 있으며, 불투수면적과 강우유출량 또한 증가하였다. 이러한 변화는 도심홍수, 수질오염 등의 피해를 더욱 심화시킬 뿐 아니라, 도시유역 물순환 체계 및 자연생태계 균형 파괴 등의 심각한 환경문제를 발생시키고 있다. 이에 국내 외에서 도시유역 물순환 체계 관련 다양한 대안이 검토되고 있으며 외국에서는 약 20년 전부터 저영향개발 (Low Impact Development; LID)을 통한 수자원의 활용과 환경 친화적인 개발에 관심을 기울이고 있다. 국내에서 주로 사용되는 LID 기법은 소규모 유출저감 시설과 녹지면을 이용하여 빗물을 분산시키는 분산형 유출저감 시설물이 있다. 분산형 유출저감 시설물은 빗물의 발생원에서 빗물을 침투 저류시켜 저류된 빗물은 조경용수, 청소용수, 하천 유지용수 등으로 이용하는 친환경 빗물관리 방식으로 침투도랑, 측구형 침투시설, 식생수로, 빗물 저류조, 투수성 블록 등의 다양한 시설물이 이에 포함된다. 현재 이와 같이 LID 시설물이 급속도로 증가하고 있으나 시설물의 저감효과 분석을 위한 모니터링관련 연구가 많지 않은 실정이다. 이에 본 연구에서는 LID 시설물의 유출 저감효과를 분석하기 위해 부산대학교 양산캠퍼스 실증실험단지에 설치되어 있는 LID 시설물의 모니터링 계측결과를 바탕으로 다양한 강우사상에 따른 LID 시설물의 유출저감 효과를 분석하였다. 대상지역의 정확한 유출저감 효과를 분석하기 위한 방안으로 자료의 이상치, 결측치 등을 보정하는 방안을 고려하였으며 실험실증단지에 내리는 강우의 지속시간, 총강우량, 선행강우에 따라 강우사상을 분류하여 이를 토대로 강우사상 별 LID 시설물의 유출 저감효과와 유출 지속시간에 미치는 영향을 분석하였다.

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Applicability Estimation of LID Techniques (LID 요소기술의 적용성 평가)

  • Yeon, Jong Sang;Kim, Eung Seok;Shin, Hyun Suk;Jang, Young su
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.444-444
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    • 2015
  • 현제 도시유역의 산업화와 도시화로 인해 유역 내 불투수면적의 증가는 직접 유출량 증가, 지하수자원 고갈, 침투량 감소, 증발산량의 감소 등의 물 순환 체계의 변화를 가져왔다. 이러한 도시 유역 내 물 순환 체계 변화를 개선하기 위해 여러 국가에서 저영향개발(Low Impact Development, LID)의 개발 및 도입이 진행되고 있다. LID는 분산형 빗물관리 시설로써 유역 내 소규모의 LID 요소기술을 대상유역에 적용하여 강우유출수를 저류, 체류, 방지 및 처리하는 시설을 의미한다. LID는 궁극적 목표로 계획단계에서 개발이전의 수문기능을 유지하기 위해 보전, 영향최소화, 유출이동시간 유지, 추가유출량 감소, 오염발지에 초점을 맞추어 계획된다. 현제 LID의 성능 및 적용성에 대한 다양한 연구가 진해되어지고 있으나, LID 요소기술별 시공 비용, 유지관리 비용, 강우유출수 저감효율, 비점오염원 저감효율, 적용위치 등의 다양한 인자를 복합적으로 고려하여 LID요소기술별 적용성 평가를 수행한 연구는 미미한 실정이다. 따라서 본 연구에서는 LID 요소기술 중 나무화분 여과장치, 옥상녹화, 빗무정원, 투수성포장, 침투트렌치, 빗물통, 식생수로 등의 총 7가지 LID 요소기술을 대상으로 연구를 수행하였다. LID 요소기술의 적용성평가를 수행하기 위해 시공비용, 유지관리비용, 강우유출수 저감효율, 비점오염원 저감효율, 적용위치 등의 촐 5가지 평가인자를 Entropy 방법을 이용하여 평가인자별 가중치를 산정하였다. 이후 다기준의사결정 방법 중 PROMETHEE 방법을 이용하여 LID 요소기술의 우선순위를 산정하였다. 현제 PROMETHEE 방법을 이용하여 LID 요소기술별 우선순위를 산정한 결과 옥상녹화가 첫번째 우선순위로 분석되었으며, 침투트렌치, 나무화분여과장치, 투수성포장, 식생수로, 빗물통, 빗물정원 순으로 분석되었다. 따라서 국내에 LID를 적용할 경우 옥상녹화, 침투트렌치, 나무화분 여과 장치 등의 LID 요소기술의 적용성 및 기대효과가 클 것으로 판단된다. 그러나 국내의 모든 지역을 대상으로 적용하기에는 문제가 있으며, 국내 LID 요소기술 적용 시 기초자료로 사용될 수 있을 것으로 판단된다. 대상지역별 신뢰도 높은 LID 요소기술 적용성 평가를 위해서는 대상유역 내 시공된 LID 요소기술을 계측하여 비점오염원 및 우수유출수 저감효율, 시공 비용, 연간 유지관리 비용을 분석하여 평가를 수행되어 한다고 판단된다.

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A Study on Effectiveness of Improvement of Water Circulation for Rainwater Management Facility in Urban Area (도시지역에서 빗물관리시설의 물순환개선 효과에 관한 연구)

  • Gum, Ho-Jun;Kim, Ree-Ho;Chol, Hyun-Il;Ji, Hong-Gi
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.789-792
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    • 2010
  • 빗물관리시설 설치 시 물순환개선 효과를 정량적으로 표현하기 위해서는 시설물별로 저류효과와 침투효과를 평가할 수 있다. 또한 유역 규모에서의 물순환 개선 효과를 평가하기 위해서는 유역 출구지점에서 하천 유황의 변화와 유역 전체에서 지하수위의 변화 등을 평가하여 개선 효과를 평가할 수 있다. 빗물관리시설의 설치에 따른 물순환개선 효과를 평가하기 위해서는 설치 전화 후에 침투량, 증발산량, 유출량, 지하수위 등에 대한 관측이 수행되어야 하며 이러한 관측에 근거하여 개선효과를 평가하는 것을 기본으로 하여야 한다. 만일 관측을 할 수 없는 조건에서는 물순환 해석을 수행할 수 있는 모형을 적용하여 개선효과를 평가할 수 있다.

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Structural Stability Evaluation of Eco-Friendly Prefabricated Rainwater Infiltration Type Detention Facility with Red Clay Water-Permeable Block Body (황토투수블록체를 적용한 친환경 조립식 빗물 침투형 저류시설의 구조 안정성 평가)

  • Choi, Hyeonggil;Lee, Taegyu;Kim, Hojin;Choi, Heeyong
    • Journal of the Korea Institute of Building Construction
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    • v.22 no.1
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    • pp.1-10
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    • 2022
  • Recently, due to the frequent occurrence of localized torrential rains and heat waves caused by abnormal climates. For this reason, it is necessary to develop an economical and eco-friendly rainwater detention facility that can secure the groundwater level through rainwater detention as well as flood prevention against concentrated rainfall by simultaneously implementing rainwater permeation and storage. In this study, the structural safety of an eco-friendly rainwater infiltration type detention facility made using eco-friendly inorganic binders including red clay was examined. Static analysis considering the constant load and additional vertical load and dynamic analysis considering the seismic spectrum were performed. As a result, it was found that the eco-friendly prefabricated rainwater infiltration type detention facility developed in this study has a maximum stress of about 68.1% to 75.4% and a maximum displacement of about 0.9% to 9.6% under the same load and seismic conditions compared to the existing PE block rainwater detention facility. It was confirmed that the eco-friendly prefabricated rainwater infiltration type detention facility secured excellent structural stability.

A study on the rainfall-runoff reduction efficiency on each design rainfall for the green infrastructure-baesd stormwater management (그린인프라 기반 빗물 관리를 위한 설계강우량별 강우-유출저감 효율성 분석 연구)

  • Kim, Byungsung;Kim, Jaemoon;Lee, Sangjin
    • Journal of Korea Water Resources Association
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    • v.55 no.8
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    • pp.613-621
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    • 2022
  • Due to the global climate change, the rainfall volume and frequency on the Korean Peninsula are predicted to increase at the end of the 21st century. In addition, impervious surface areas have increased due to rapid urbanization which has caused the urban water cycle to deteriorate. Green Infrastructure (GI) researches have been conducted to improve the water cycle soundness; the efficiency of this technique has been verified through various studies. However, there are still no suitable GI design guidelines for this aspect. Therefore, the rainfall scenarios are set up for each percentile (60, 70, 80, 90) based on the volume and frequency analysis using 10-year rainfall data (Busan Meteorological Station). After determining the GI areas for each scenario, the runoff reduction characteristics are analyzed based on Storm Water Management Model (SWMM) 10-year rainfall-runoff-simulations. The total runoff reduction efficiency for each GI areas are computed to have a range of 13.1~52.1%. As a results of the quantitative analysis, the design rainfall for GI is classified into the 80~85 percentile in the study site.

Analysis of Water Cycle Effect according to Application of LID Techniques (LID 기법 적용에 따른 물순환 효과분석)

  • Lee, Jungmin;Lee, Yun;Choi, Jongsoo
    • Journal of Wetlands Research
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    • v.16 no.3
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    • pp.411-421
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    • 2014
  • At present, the development in rainwater management approach is still insufficient due to the numerous adverse effects of urbanization. Storm water management is being developed to restore the natural state of water cycle undergoing several processes which were hindered such as infiltration and evapotranspiration. Low Impact Development (LID) was established in order to reduce the negative effects of urbanization to our environment. These developments can be used to respond to the effects of climate change such as heat island phenomenon. The effects of the development of new town in the district plan with application of LID facilities were studied and reported. Typically, LID facilities were applied in small scale development and were rarely used in large-scale development. Most of studies, however, did not assessment the effects of large-scale development projects with LID application to the natural water cycle. This study was conducted to simulate the urban hydrologic cycle simulation on Asan-Tangjeong in Korea. This study may be used in urban hydrologic cycle simulation and establishment of an urban water management plan in the future. Lastly, this study generated a model using the recently updated SWMM5 which determined the hydrologic cycle simulation after installation of LID facilities.

Evaluation on the environmental effects of rain garden treating roof stormwater runoff (지붕 강우유출수를 처리하는 빗물정원의 환경적 효과 평가)

  • Flores, Precious Eureka D.;Maniquiz-Redillas, Marla C.;Kim, Lee-Hyung
    • Journal of Wetlands Research
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    • v.18 no.1
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    • pp.10-15
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    • 2016
  • In this research, the environmental effects of rain garden when applied to a stormwater runoff originated from a rooftop were evaluated. The rain garden that was utilized as LID represents less than 1% of the catchment area that it drains. Storm event monitoring was conducted from March 2012 to August 2014 on a total of 19 storm events. In the 19 storm events that was monitored only 32% produced an outflow which has a mean rainfall characteristic of approximately 25 mm. With the application of rain garden, hydrologic improvement was observed as the facility exhibit a delay and reduction in the production of runoff and peak flows as the rainfall progresses. Furthermore, in terms of pollutant reduction, it was observe that the rain garden showed a generally satisfactory performance in reducing pollutants. In addition to this, the rain garden also has additional attributes that adds to the aesthetic appeal of the surrounding environment as well as in the lives of the people. The findings of this research will help in the further improvement and reinforcement of LID designs.