• Title/Summary/Keyword: 도시 물순환

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Development of infiltration facility by utilizing tree box for urban storm water runoff reduction (도시지역 우수유출 저감을 위한 식재박스형 침투시설의 개발)

  • Joo, Jin-Gul;Cho, Hye-Jin;Lee, Yu-Hwa;Kim, Lee-Hyung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.11
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    • pp.5330-5336
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    • 2011
  • It becomes more and more important to develop various infiltration facilities for healthy water cycle and reduction of urban storm water runoff. In this study, a infiltration facility by utilizing tree box was developed. The developed facility is capable of reducing storm water road runoff, improving urban water cycle, and performing other sustainable and environmental functions. Because the facility can be manufactured to a smaller size than an existing runoff reduction facility, it can be installed at various road types of not only existing urban areas, but new developed areas. If the facility is applied to four-lane roadways, it is expected to reduce 65% of rainfall runoff discharge. Urban flood control improvement can be accomplished by a wide application of the developed technique.

Hydrologically Route-based Green Infra facilities assessment Model: Focus on Bio-retention cells, Infiltration trenches, Porous Pavement System, and Vegetative Swales (수문학적 추적 기반의 GI 시설 평가 모델: 생태저류지, 침투도랑, 투수성포장, 식생수로를 대상으로)

  • Won, Jeongeun;Seo, Jiyu;Choi, Jeonghyeon;Kim, Sangdan
    • Journal of Wetlands Research
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    • v.23 no.1
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    • pp.74-84
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    • 2021
  • Active stormwater management is essential to minimize the impact of urban development and improve the hydrological cycle system. In recent years, the Low Impact Development (LID) technique for urban stormwater management is attracting attention as a reasonable alternative. The Storm Water Management Model (SWMM) is actively used in urban hydrological cycle improvement projects as it provides simulation functions for various GI (Green Infra) facilities through its LID module. However, in order to simulate GI facilities using SWMM, there are many difficulties in setting up complex watersheds and deploying GI facilities. In this study, a model that can evaluate the performance of GI facilities is proposed while implementing the core hydrological process of GI facilities. Since the proposed model operates based on hydrological routing, it can not only reflect the infiltration, storage, and evapotranspiration of GI facilities, but also quantitatively evaluate the effect of improving urban hydrological cycle by GI facilities. The applicability of the proposed model was verified by comparing the results of the proposed model with the results of SWMM. In addition, a discussion of errors occurring in the SWMM's permeable pavement system simulation is included.

Ecological Renewal Plan of Urban Parks for the Revitalization of Urban Green Axis in Gangdong-Gu (강동구 도시 녹지축 기능 활성화를 위한 도시공원의 생태적 리뉴얼 방안 연구)

  • Park, Jeong-Ah;Han, Bong-Ho;Kwak, Jeong-In
    • Journal of the Korean Institute of Landscape Architecture
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    • v.51 no.2
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    • pp.12-27
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    • 2023
  • In this study, among the construction-type parks in Gangdong-gu, targeting parks with high environmental and ecological value located on the urban green axis, a plan was prepared for the ecological renewal of urban parks, and a design that applied to them was proposed. The renewal target site was selected by analyzing the general condition of Gangdong-gu and urban parks, the land use and green area ratio, park green area, and the green axis of Gangdong-gu. Gangdong-gu has 54 parks, including 2 neighborhood parks and 52 children's parks. In the first stage of the current status review, 17 parks were extracted through locational value analysis, such as location and adjacency to the natural axis and green axis. In the second stage, eight parks were selected among the first-stage extraction parks based on the ratio of green spaces and open spaces within each park service area. In the third stage, two of the second stage extraction parks were selected based on whether the legal standard of the park area was met, and in the fourth stage, one of the third stage extraction parks was selected through an aging survey of the park. As for the urban ecological status of the renewal target site, the status of land use in the aspect of entropy reduction, the status of soil cover in the aspect of water circulation, and the status of planting structure in the aspect of biodiversity were investigated. As for the status of the three renewal sites, the green area was insufficient at 18.3-45.3%, and the facility area was 54.7%-81.7%, which was judged to have low urban temperature reduction effects. The impervious pavement area accounted for 34.5% to 48.9% of the park area, accounting for most of the facility area, and it was judged that the water circulation function was insufficient. The planting structure consisted of a single layer and a double layer structure, and although the tree layer was good, the lower vegetation was poor, and there was no planting site of edible plants or large hardwood trees, so the biodiversity was low. After the ecological renewal design of Seonrin Children's Park, Dangmal Children's Park, and Saemmul Children's Park, which were selected as the renewal targets in this study, the ecological area ratio of each park increased by 1.4 to 3 times than before the renewal. If the urban parks located on the urban green axis are examined from the perspective of the urban ecosystem and renewed ecologically, it is judged that the expected effect will be high in reducing entropy, improving water circulation, and laying the foundation for biodiversity in terms of the urban ecosystem.

Comparison of rainwater utilization rate according to actual capacity-standard capacity of storage tank of rainwater harvesting system (빗물이용시설 저류조 실제용량-기준용량에 따른 빗물이용률 비교)

  • Sim, Inkyeong;Park, Yoonkyung;Kim, Reeho;Park, Jongpyo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.418-418
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    • 2022
  • 본 연구에서는 수문학적 물수지 분석을 통한 물수요-공급 시계열 분석을 수행하여 빗물이용률을 산정하였다. 물수지 분석 도구를 개발하였으며, 이를 통해 빗물이용시설 공급충족률(필요수량 대비 빗물이용량), 빗물보장률(전체일수 대비 빗물이용일수), 빗물이용률(빗물이용시서용량 대비 빗물이용가능량)에 대해 분석을 수행하였다. 업무시설, 학교, 체육시설(공원), 공동주택에 대해 수요처별 수요 시나리오를 작성하였으며, 고수요 75%, 중수요 50%, 저수요 25%를 적용하였다. 시나리오별 실제 용량과 기준용량에 따른 빗물이용률을 비교함으로써 현재 설치된 빗물이용시설이 잘 계획되었는지, 과소 계획되었는지 파악할 수 있다. 빗물이용률 분석을 위해 빗물이용시설 유형별 2개소씩 선정하였으며, 빗물이용시설 실제용량 및 기준용량(집수면적(m2)×0.05 적용)에 따른 수요 시나리오별 빗물이용률을 비교하였다. 이와 같이 물수지 분석 도구를 이용하면 다양한 시나리오 적용에 따른 운영 결과를 향후 설치될 빗물이용시설의 설치 이전에 확인하여 최적 운영방안 도출 및 저류조 용량 계획에 참고할 수 있을 것으로 판단된다.

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Application of Smart Water Grid Water Circulation System Linked to Power Generation Industry (발전산업 연계 스마트워터그리드 물순환 시스템의 적용방안)

  • Jang, Dong Woo;Choi, Gye Woon;Park, Hyo Seon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.373-373
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    • 2018
  • 화력발전소, 석유화학공단 등 대규모 배출원에서 발생되는 이산화탄소를 활용하여 온실가스의 배출을 줄이고, 경제적 가치를 창출할 수 있는 탄소자원화는 기후변화 대응을 위한 국가전략프로젝트 중 하나이다. 전 세계적으로 탄소자원화 기술은 아직 상용화 단계이지만 최근 강화된 온실가스 감축 의무로 인하여 탄소자원화 시장은 더욱 확대될 전망이다. 화력발전소의 이산화탄소 발생 과정에서 배출되는 수증기는 응축기술을 통하여 새로운 수원으로 활용이 가능하다. 응축된 물의 최적 활용과 사용처 지향적 효율적 물순환을 위한 시설 내 스마트 워터 그리드(SWG) 개념의 물분배 시스템은 발전 산업 내에 탄소자원화의 핵심기술로 사용될 수 있다. SWG는 시설 내 용수공급 관리에서의 관망 운영, 물 수요 관리 등 ICT를 활용한 종합적인 물 분배 시스템으로, 본 연구에서는 SWG 물순환 시스템의 국내외 기술조사를 통해 발전 산업 시설 내에 적용성을 검토하였다. 물의 재이용 시스템을 포함한 SWG 기술, 지능형 관망 운영 기법 기술, 실시간 수질 감시 체계 기술 연구를 기반으로, ICT 기반 용수공급 정보 관리 기술과 수운영 모니터링 기술을 통하여 SWG가 발전 산업 연계 기술로써 적용될 수 있도록 하였다. 본 연구에서 제시된 SWG 시스템을 적용한 산업 인프라를 통하여 산업적 파급 효과를 높이고, 이를 활용한 인력과 비용 절감이 기대되며, 저에너지, 고효율화를 위한 기술력과 글로벌 물 시장진출 경쟁력을 향상시키기 위한 기초연구자료로써 활용이 가능할 것으로 기대된다.

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Drying Stream and Hydrological Environment for Gwangjucheon (광주천의 건천화와 수문환경문제)

  • Yang, Hea-Kun
    • Journal of the Korean association of regional geographers
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    • v.10 no.3
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    • pp.568-578
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    • 2004
  • This study is aimed at investigating floodgate characteristics and environmental issues in Gwangjucheon and examining possible problems of expanding river maintenance water being carried on in the context of river recovery works. In general, the obtained results show the following. The treatment water provisioned in the restoration project of the drying stream going through the water circulation device can pollute the land and groundwater in the Gwangjucheon Basin. Besides, although about $17,565m^3$/day of water is available in the upper ground, most of it go to the junction and exhausting directly to the waste water treatment or going into the groundwater. Because of the drying stream, the amount of water going to the ground is increased. Therefore, efficient land use along with regulations to protect cultivated land and ensure recovery works of city stream through the recovery of water circulation by constructing and expanding a special drainage system are of vital importance.

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Analysis of Non-point Pollution Source Reduction by Permeable Pavement (투수성 포장에 의한 비점오염원 저감 효과 분석)

  • Koo, Young Min;Kim, Young Do;Park, Jae Hyeon
    • Journal of Korea Water Resources Association
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    • v.47 no.1
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    • pp.49-62
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    • 2014
  • As the Urban area grows and more land is developed both within the city and in surrounding areas, hydrologic functions of the natural water cycle are altered. Urbanization creates impervious areas that negatively impact stormwater runoff characteristics. these changes to the natural hydrologic cycle result in the increased flooding, decreased groundwater recharge, increased urban heat island effects. Finally, the land use and other activities result in accumulation and washoff of pollutants from surface, resulting in water quality degradation. Therefore, in this study, evaluating and quantitative analysis of the percolation effect through infiltration experiment of permeable pavement, which is one of the ways that can reduce the problem of the dry stream. Also the SWMM model is used to study the effect of the hydrologic cycle for permeable pavement block contribution.

Study on decentralized options of the in-stream flow for restoring the Gyobang cheon: application of the Urban Volume and Quality (UVQ) model to examine feasibilities in water quantity and quality (교방천 복원을 위한 분산형 유지유량 확보 방안 연구 (I): 수량.수질 타당성 검토를 위한 도시 물순환 모형 적용)

  • Shin, Sang-Min;Choi, Go-Eun;Lee, Sang-Eun;Park, Hee-Kyung
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.5
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    • pp.699-706
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    • 2011
  • This study has a purpose of examining technical feasibility of supplying the in-stream flow for the Gyobang cheon by using treated water from small wastewater treatment facilities as a decentralized option. To do this, the water and contaminant flow in study areas of the Gyobang cheon are defined from the context of the integrated urban water cycle, and analyzed by using the Urban Volume and Quality (UVQ) model. First, the UVQ model was built for the study areas of the Gyobang cheon and calibrated with observation data. Second, the decentralized options of the in-stream flow was explored with consideration of availability of water sources. The UVQ simulation then led to selecting the best option which would meet the criteria of water quantity and quality. It was finally concluded that using water sources out of study areas 1 and 2, adjoining the upper part of the Gyobang cheon, in the decentralized manner can be a feasible option for in-stream flow. It also seems that the UVQ model is useful to understand the water cycle in study areas of the Gyobang cheon.

A study on the appropriate size of rainwater utilization facilities in the urban areas (도시지역에서의 빗물이용 적정 규모 분석)

  • Lee, Sang Jin;Ryu, Kyong Sik;Kim, Byung Sung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.29-29
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    • 2022
  • 기후변화로 인한 전지구 미래는 호우 및 가뭄 등 자연재해의 발생이 증가할 것으로 전망되고 있으며, 불투수율이 높은 도시의 경우 극한강우에 따른 유출량 증가할 것으로 전망된다. 환경부에서는 물순환 선도도시에서 유출량, 불투수면, 비점오염 등을 저감하기 위해 LID(Low Impact Development)를 도입하고 있다. 본 연구에서는 도심지 내 LID 기법 중 인공습지를 이용하여 용량변화에 따른 빗물 가용 수량을 정량적으로 분석하고자 하였다. 연구대상지의 면적은 444,081.5m2이며, 유출계수는 토지이용별 면적 및 토지이용별 기초 유출계수를 이용하여 평균유출계수 0.72를 적용하였다. 인공습지의 총 용량은 2,244.8m3이며, 강우 시 월류웨어로 유입되는 지표수를 집수매거로 빗물을 취수하는 방식으로 구축될 예정이다. 대상지의 계획취수량은 150m3/day이며, 70m3/day를 빗물로 취수하는 경우와 150m3/day를 빗물로 취수하는 경우 2가지 시나리오를 대상으로 최종 취수가능여부를 분석하였다. 연간 빗물 취수 가능한 인공습지 용량을 분석하고자 부산관측소 강우자료를 이용하였으며, 강수량이 많은 6월을 시작으로 취수 가능량을 산정하기 위해서 18.06.05 ~ 19.12.31(약 1년 6개월) 강우자료를 이용하였다. 또한, 장기분석을 위해 부산관측소의 2011년 ~ 2020년 자료를 활용하였으며, 총 강수일수는 979일로 총 강수량은 16,139.8 mm로 나타났다. 연간 빗물을 항시 취수하기 위해서는 70m3/day를 빗물로 취수하는 경우 2,357.0m3의 인공습지 용량이 요구되었으며, 150m3/day를 빗물로 취수하는 경우 5,567.8m3의 인공습지 용량이 요구되었다. 또한, 10년 강우에 의한 빗물 취수 특성 분석은 70m3/day를 빗물로 취수하는 경우만 고려하였다. 분석 결과 강우 시작일을 기준으로 58일 동안 빗물 취수가 불가능한 것으로 나타났으며, 2012년도 1일, 2017년도 32일, 2018년도 8일, 2019년도 13일 동안 취수가 불가능한 것으로 나타났다. 70 m3/day의 빗물을 취수하기 위해 인공습지는 4,356.5m3의 용량이 필요한 것으로 나타났다.

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