• Title/Summary/Keyword: rainwater drainage

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A study on the development of drainage system for rapid drainage of thermal power plant outdoor coal storage during rainfall and characteristics of discharged water quality (강우시 화력발전소 옥외저탄장 신속한 배수를 위한 배수시스템 개발 및 배출 수질 특성에 관한 연구)

  • Lim, Chang-Min;Kwon, Hyun-Woo;Kim, Young-Min;Cho, Do-Young;Lee, Gun-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.11a
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    • pp.189-190
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    • 2022
  • Power plants that produce electricity through thermal power plants mainly store coal in outdoor storage yards. In particular, coal is directly exposed to rainwater during rainfall, including torrential rain. There is no separate drainage facility in the outdoor coal yard, and coal is simply stored on the ground. Accordingly, during rainfall, coal dust flows down by rainwater, and a large amount of rainwater that is not drained overflows the outdoor coal yard, overflowing the surrounding facilities and causing environmental pollution. Therefore, in this study, a drainage system was developed for the rapid drainage of an outdoor coal mine, and the quality of the water was evaluated when rainwater mixed with drainage characteristics and coal dust was discharged through the drainage system.

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An experimental study on characteristics of hydraulic stability for stable management prepare continuous flood in Shinwol rainwater storage and drainage system (신월 빗물저류배수시설의 연속강우 대비 안정적 운영을 위한 수리적 안정 특성에 대한 실험 연구)

  • Oh, Jun Oh;Kim, Young Do;Jun, Sang Mi
    • Journal of Korea Water Resources Association
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    • v.53 no.6
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    • pp.451-461
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    • 2020
  • Urban flooding due to rapid urbanization has recently become frequent. In this study, a hydraulic model experiment was conducted on Shinwol rainwater storage and drainage system constructed for the first time in South Korea to prevent urban flooding. Experiments were preformed for 55 scenarios, of which 19 overflows occurred. In addition, the video analysis for the scenarios where the overflow occurred showd that the overflow occurred during the process of exhausting the pressurized air in the facility and the undular bore were moving. Results of this study, it was judge that it would be advantageous to maintain a completely drained or full-pipe condition for stable operation of the Shinwol rainwater storage and drainage system for continuous rainfall in the future. And it is necessary to additional research on the correlation for the magnitude of inflow discharge, overflow and undular bore.

Development and Application of Integrated Evaluation Index of Rainwater Drainage System based on the Life Cycle Assessment (LCA를 고려한 우수배제시스템 통합평가지표의 개발과 적용)

  • Ahn, Jungkyu;Park, Sung Won;Kim, Yong In
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.7
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    • pp.1-7
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    • 2019
  • To overcome the limitations of existing rainwater drainage systems, we compared and analyzed a newly developed eco-friendly channel-type rainwater drainage system. We also developed an integrated evaluation index to quantify the improvement of the new system. The concept of Life Cycle Assessment (LCA) was applied to calculate and compare the costs of each process and to develop the integrated evaluation index, which considers the carbon emissions by each process. As a result, the cost was reduced by 53% overall compared to an O-type system and by 63% compared to a U-type system. In addition, when applying the integrated evaluation index, the new system was evaluated to be over 80% in the four processes compared to the existing systems. When applying the evaluation index to sites in Anyang and Incheon, the new system was improved by 35-100% compared to existing systems.

A Study on Backflow Simulation of Rainwater for Automotive Body (자동차 차체에서 빗물의 역류 모사에 관한 연구)

  • Lee, Jung-Woon;Yun, Jea-Deuk;Park, Sung-Bae;Jung, Yoong-Ho
    • Korean Journal of Computational Design and Engineering
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    • v.16 no.5
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    • pp.323-330
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    • 2011
  • Large number of part design such as for aircraft and automotive development is preceded by functional or sectional design groups for efficiency. With the assembly development of large number of parts, interferences and gaps can be found when the parts and sub-assemblies by those design groups are to be assembled. When rainwater come into the space among parts and is not be drained sufficiently, rainwater within the structure can backflow to gaps or unexpected outlets, which may cause severe problems of part corrosion and electric shock. This research has developed a method and a program to simulate backflow of rainwater within space among parts, which can find unexpected outlets and gaps as in real situation. The developed program can not only simulate up and downstream of liquid, but also the flow with multiple channels of division and joining. The developed method can also be applied to aircraft and ship design process.

Development and Application of the Rainwater Infiltrating Equipment for the Decentralized Stormwater Managements (분산식 우수관리를 위한 침투통 개발 및 적용효과 분석)

  • 성종상;이태구;한영해;김연금;김남희
    • Journal of the Korean Institute of Landscape Architecture
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    • v.32 no.2
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    • pp.78-85
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    • 2004
  • To manage rainwater environmentally friendly, it is necessary to let the rainwater be infiltrated naturally and make reservoirs to detain it in the chosen spot. Not only should it be prepared to handle the city flood, but also it be a necessary alternative for establishing the ecological water circular system in cities. Therefore, considering the present rainwater. management system, this study analysed the status of products which can be interchanged from existent systems to rainwater infiltrating systems. In this study, the infiltrating equipment that is applicable to the Korean drainage system was developed. The case was studied out to investigate the effects of infiltrating and the detaining ability of the developed product. The case site, block 6 of Sang-am residence, was selected and analyzed. The amount of infiltration and detention per unit of the introduced facilities, i.e., infiltrating pipes and tanks were calculated. In this research, the amount of each infiltrating tank was revealed to be 1.353 m/hr and the amount of detention as 0.299 m/hr. And the amount of each infiltrating pipe was found to be 0.541 m/hr and the amount of detention was 0.118 m/hr. To examine the effects of the system, the total amount of the outlet before and after installing was compared and calculated. In doing this, a basis for deciding the arrangement and number of tanks and pipes of the infiltrating system was made.

A Study on GIS Data Development and Distributed Modeling for Hydrological Simulation of Urban Flood (도시홍수 수문모의를 위한 GIS 자료구축 및 분포형 모델링 기법 연구)

  • Kim, Seong-Joon;Park, Geun-Ae
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.204-208
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    • 2006
  • This study is to develop a distributed urban flood runoff model that simulates the road runoff and to test the applicability of the model by applying to Pyeongtaek city of $12.2km^2$. To generate the runoff along the runoff, agree burned DEM (Digital Elevation Model) with road networks was suggested and the proper spatial resolution of DEM was identified finer than 15 m. To test the model applicability, 32 points on the road networks were selected and the hydrographs of each point were generated. The test showed reasonable results that increase the road runoff from the high elevation roads to the low elevation roads and the road runoff considering rainwater drainage from the road also showed reasonable results.

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The Study about Applied Realities of Infiltrated Facilities for the Rainwater in the Housing Complex - With the Center of Kiheung, Sangal Kum Hwa Village - (공동 주택단지 옥외공간의 빗물침투시설 적용실태에 관한 연구 - 기흥 상갈 금화마을을 중심으로 -)

  • Kim, Do-Kyong;Park, Sung-Jun
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.6 no.4
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    • pp.33-42
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    • 2003
  • Nowadays, according to the interests in the environmental infinity for the housing complex, there are various studies going on for setting general ideas and plans of them. And in some of the leading places are applied by the infinity of the natural environment. So, by this study, I analyzed the classification and the system of the infiltrated facilities for the rainwater and then suggested the problems about these and the studies for the generalization of the infiltrated facilities for the rainwater based on my real investigation of the center of infiltrated facilities for the rainwater in the Kiheung, Sangal Kum Hwa Village designed and builded by the Korea Housing Corporation for building housing complex with the infinity of the natural environment. I grasped the realities based on subject investigations and designs and found out the infiltrated facilities for the rainwater in the subject. Those are the porous concretes, pebbles and cobbles. The problems in the subject are supervision of these places and a shoddy and fault constructions by the ignorance and lack of recognition for the construction. These will be solved by reconsidering of the infiltrated facilities for the rainwater. The system of the infiltration is that the rainwater of the top of the building flows into the brook in the subject through the field of the subject. There must be going to be leading studies on the effect of these facilities and influence on the environment for the generalization of the infiltrated facilities for the rainwater of natural environment.

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.

Comparative Analysis of the Storm Sewer Expansion Methodology and Underground Rainwater Storage Tanks for Urban Flood Control (기존 도시의 홍수저감을 위한 우수관거 배수용량 증대 및 지하 빗물저류조 설치효과 비교 분석)

  • Lee, Ho Yeol;Seo, Gyu Tae;Lee, Taek Soon
    • Journal of Korean Society on Water Environment
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    • v.29 no.6
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    • pp.754-761
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    • 2013
  • Urban floods are usually caused by the lack of drainage capacity. Hence, sewer capacity expansion methodology by replacing small pipes with bigger ones is primarily applied as a flood control measure. However, this approach is often unreasonable because of the costs and time involved. Thus, the installation of underground rainwater storage tanks with the two advantages of flood control and water conservation is proposed. This study compared the effectiveness of flood control by both the sewer expansion methodology and rainwater storage tanks using the Storm Water Management Model. Three cases were simulated in this study. The first case analyzed flood reduction by the storm sewer expansion methodology. The simulation results indicate that the overflow volume from manholes was reduced by 49% with this methodology. The second case analyzed flood reduction by installation of rainwater storage tanks. The simulation results indicate that the overflow volume was reduced by 62%. However, these two cases could not prevent urban floods completely. Hence, the third case analyzed the joint application of the storm sewer expansion methodology and rainwater storage tanks. In this simulation, flooding did not occur. Consequently, the results of this study clearly show that underground rainwater storage tanks are more effective for flood control than capacity expansion of storm sewer. Furthermore, the joint application of these two flood control measures is more effective than their separate application.

Roof Drainage System Comparison (지붕 우수 배수 방식의 비교)

  • Yoo, Ho-Joon;Lee, Hyung-Chang
    • Proceedings of the SAREK Conference
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    • 2008.06a
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    • pp.449-452
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    • 2008
  • Originally developed in Scandinavia over 40 years ago, syphonic roof drainage systems have been in use in the UK since the early 1990's. Since then, many large projects have used the syphonic system to overcome installation problems which would have been difficult to solve using a traditional gravity rainwater system.

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