• 한국농공학회논문집
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• 제54권2호
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• pp.157-166
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• 2012

Most of the roads are paved with impermeable materials such as asphalt concrete and cement concrete, and in the event of heavy rainfall, rainwater directly flows into river through a drainage hole on the pavement surface. This large quantity of rainwater directly spilled into the river frequently leads to the flooding of urban streams, damaging lowlands and the lower reaches of a river. In recent years there has been a great deal of ongoing research concerning water permeability and drainage in pavements. Accordingly, in this research, a porous polymer concrete was developed for permeable pavement by using unsaturated polyester resin as a binder, recycled aggregate as coarse aggregate, fly ash and blast furnace slag as filler, and its physical and mechanical properties were investigated. Also, 3 types of permeable polymer block by optimum mix design were developed and rainfall runoff reduction effects by permeability pavement using permeable polymer block were analyzed based on hydraulic experimental model. The infiltration volume, infiltration ratio, runoff initial time and runoff volume in permeability pavement with permeable polymer block of $300{\times}300{\times}80$ mm were evaluated for 50, 100 and 200mm/hr rainfall intensity.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2016년도 학술발표회
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• pp.329-329
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• 2016

Rapid urbanization has taken environmental toll on the surrounding which can be witnessed by the advent of global warming and climate change. Driven by environmental needs, Green Building Index (GBI) was established in Malaysia to drive initiative to lead the property industry towards becoming more environmental friendly. Green roofs (roof with vegetated cover) as one of the assessment criteria of GBI, are gaining attention in the Malaysian society as a versatile new environmental friendly mitigation technology. This paper evaluates the qualitative and quantitative performances of an extensive green roof at Humid Tropics Centre under local tropical climate. Simulations showed that the extensive green roof system could reduce the peak discharge up to 26% in relation to impervious brown roof. Its reduction ability decreased for storms with intense rainfall. Increment of pH was observed for the green roof runoff and the runoff water quality ranged between class I and II under Water Quality Index (WQI). High concentrations of phosphate were noticed in the runoff samples and substrates (fertilized planting soil) might be the potential contributor. Findings indicate that there was a reduction of around $1.5^{\circ}C$ for indoor temperature of the building after installation of the extensive green roof.

• 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.

• 한국물환경학회지
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• 제34권3호
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• pp.293-300
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• 2018

Ihe purpose of this study is to evaluate the effects the storage type of permeable concrete block paving (ST-PCBP) have on runoff reduction and infiltration increasement at Andong Maskdance Festival Square. This was accomplished using the NRCS-curve number method over the last 10 years. Two different scenarios were developed in this study for low impact development (LID) design. For the $1^{st}$ scenario, the walking path and parking lot were install using the ST-PCBP and runoff from the inline skating rink ($3,808m^2$) and lawn ($11,191m^2$) were routed to the ST-PCBP, but the rooftop runoff flowed into the storm water drainage system. For the $2^{nd}$ scenario, one of the non-structural BMPs, disconnected impervious surface (DIS), was applied so additional runoff from rooftop would enter the ST-PCBP. It was determined that ST-PCBP could significantly reduce surface runoff from the study area and increase infiltration with 71% and 88% of surface runoff reduction and 151% and 215% of infiltration increasement for scenarios 1 and 2, respectively. The effect of LID in the $2^{nd}$ scenario was better than the $1^{st}$ scenario, therefore DIS in conjunction with ST-PCBP could be a more cost-effective LID application.

• 한국농공학회논문집
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• 제57권5호
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• pp.61-67
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• 2015

Effect of tillage on time of initial runoff, runoff coefficient, NPS pollution load, soil erosion and crop productivity were studied. Eight runoff plots of $5{\times}30m$ on loamy sand field that were 4 respective plots of 3 % and 8% slope were prepared. Treatment included conventional tillage (CT) and no-till (NT). Time of initial runoff from NT retarded between 247~261 % compared with that from CT. Under 3% slope, runoff coefficient in NT was 63.5 % lower than that in CT. The reduction under 8 % slope was 61.7 %. Differences in runoff reduction between 3% and 8% plots were not significant. NT could reduce more than 60 % of NPS pollution and between 50~85 % of sediment if compared with CT. Productivity of NT was also shown that it was not lower than that of CT. It was expected that the results could be used as a fundamental data for estimating a reduction load in Korea TMDL from a no-till BMP on loamy sand agricultural fields.

• Ecology and Resilient Infrastructure
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• 제3권2호
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• pp.100-109
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• 2016

도시 지역의 물순환 구축과 비점오염물질 저감을 위해 구축되는 LID 시설의 지속적 효율은 주요 내부 구성요소(식물, 토양, 여재, 미생물 등)의 최적화된 상호작용에 의하여 나타난다. 본 연구는 식생이 조성된 4가지 LID 기술 (식생체류지, 소규모 인공습지, 빗물정원 및 나무여과상자)의 실제 도시 강우유출수의 유입으로 인한 식물의 성장상태 변화와 물순환 효과 및 비점오염물질 저감능력을 평가하기 위하여 수행되었다. 도시지역의 강우유출수의 약 40% 이상의 유출저감을 위한 적정 SA/CA (facility surface area / catchment area) 비는 시설마다 차이는 있지만 1~5% 범위가 적당한 것으로 평가되었다. 강우시 LID 시설에서의 유출저감은 비점오염물질 저감효율 향상에 중요한 영향을 끼치는 기작으로 나타났으며, SA/CA는 LID 시설의 중요한 설계인자로 도출되었다. 유출저감에 효과적인 시설은 빗물정원 > 나무여과상자 > 식생체류지 > 소규모 인공습지 순으로 나타났으며 입자상 물질 (TSS)의 제거능력은 빗물정원 > 나무여과상자 > 소규모 인공습지 > 식생체류지 순으로 분석되었다. 유기물 (COD, TOC), 영양물질 (TN, TP) 및 중금속 (Cu, Pb, Cd, Zn) 제거에는 빗물정원 > 나무여과상자 > 식생체류지 > 소규모 인공습지 순으로 조사되었으며 이러한 결과들은 향후 도시지역의 물순환 구축 및 비점오염물 제거에 적용되는 LID 시설의 설계에 중요한 자료로 활용 가능할 것으로 판단된다.

• 한국물환경학회지
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• 제32권6호
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• pp.562-569
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• 2016

Recently, Low Impact Development (LID) is being used in Korea to control urban runoff and nonpoint source pollution. In this study, we evaluated the reduction of surface runoff from a study area, as the effect of connecting three bioretention as LID-BMP. Surface runoff and storage volume of bioretention is estimated by the Curve Number (CN) method. In this study, the storage volume of bioretention is divided by the volume of surface runoff and precipitation which directly enters the bioretention. The ratio of captured surface runoff volume to storage volume is highly influenced by the ratio of drainage area to surface area of bioretention. The high bioretention surface area-to-drainage area ratio captures more surface runoff. The ratio of 1.2 captures 51~54% of the total surface runoff, ranging from 5-30cm of bioretention depth; a ratio of 6.2 captures 81~85%. Three connected bioretentions could therefore captures much more runoff volume, ranging from $35.8{\sim}167.3m^3$, as compared to three disconnected bioretentions at their maximum amount of precipitation with non-effluent from the connecting three bioretentions. Hence, connecting LID-BMPs could improve the removal efficiencies of surface runoff volume and nonpoint source pollution.

• 한국산학기술학회논문지
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• 제15권6호
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• pp.3983-3989
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• 2014

도시화로 인한 도심유역 내 강우유출양상이 개발이전과 다른 양상을 보이므로, 도심유역 내 강우유출량을 저감하기 위해 집중형 유출 저감 시설이 시행되어왔다. 그러나 시설의 한계점 때문에 분산형 유출 저감 시설인 저영향개발(Low Impact Development; LID)의 계획 및 적용이 활발하게 진행되고 있다. 본 연구에서는 대표적인 LID 요소기술을 대상으로 공간적 분포에 따른 유출특성을 분석하였다. 대상유역은 동일한 유역 및 우수배수 특성을 지닌 5개의 소유역으로 구성하였고, 대표적인 LID 요소기술로 선정된 옥상녹화와 투수성 포장의 적용위치 및 개수에 따른 2개의 시나리오에 대한 유출특성을 분석하였다. SWMM 모형적용 결과, 적용 소유역 1개당 옥상녹화의 경우 총 유출량은 11.07%, 첨두 유출량은 3.42% 저감되었으며, 투수성포장의 경우 총 유출량은 18.09%, 첨두 유출량은 17.94% 저감되었다. 이와 같은 감소율은 적용 LID의 위치에 상관없이 일정하였고, 적용 LID의 개수에 따라 정비례하게 증가하였다. 옥상녹화와 투수성 포장에서 유출특성 저감률의 발생 차이는 각 방법의 매개변수인 수리전도도의 영향 때문인 것으로 판단된다.

• 한국물환경학회지
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• 제39권1호
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• pp.30-37
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• 2023

This study aimed to evaluate the ability to reduce flood damage caused by abnormal rainfall events due to climate change by utilizing a blue-green roof (BGF), a type of rooftop greening technology. For two buildings with the same roof area, a BGF was installed in the experimental group, a general roof was configured in the control group, and rainfall runoff was compared. A total of 10 rainfall events were tested and analyzed by classifying them into three rainfall classes (less than 10 mm, less than 100 mm, and more than 100 mm). There was a reduction of 100% in the case of 10 mm or less of rainfall, 84. 7% in the case of 100 mm or less, and 39.8% in the case of 100 mm or more. Although this study showed that a BGF was effective in reducing rainfall runoff, additional experiments and analyses of various factors affecting rainfall runoff reduction are needed to generalize the results of the study. This research methodology may be used to develop a method for evaluating the resilience of a BGF to flood damage due to climate change.

• Membrane and Water Treatment
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• 제10권1호
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• pp.67-74
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• 2019

Apparent changes in the natural hydrologic cycle causing more frequent floods in urban areas and surface water quality impairment have led stormwater management solutions towards the use of green and sustainable practices that aims to replicate pre-urbanization hydrology. Among the widely documented applications are infiltration techniques that temporarily store rainfall runoff while promoting evapotranspiration, groundwater recharge through infiltration, and diffuse pollutant reduction. In this study, a laboratory-scale infiltration device was built to be able to observe and determine the factors affecting flow variations and corresponding solids removal through a series of experiments employing semi-synthetic stormwater runoff. Results reveal that runoff and solids reduction is greatly influenced by the infiltration capability of the underlying soil which is also affected by rainfall intensity and the available depth for water storage. For gravel-filled structures, a depth of at least 1 m and subsoil infiltration rates of not more than 200 mm/h are suggested for optimum volume reduction and pollutant removal. Moreover, it was found that the length of the structure is more critical than the depth for applications in low infiltration soils. These findings provide a contribution to existing guidelines and current understanding in design and applicability of infiltration systems.