• 한국환경복원기술학회지
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• 제6권4호
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• pp.52-61
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• 2003

This study was carried out to analyze the effects of stormwater retention and infiltration pond on reduction of flood peak and volume in a experimentally developed ecological pond. The experimental site has 542$m^2$ watershed area, 1,310mm yearly-averaged rainfall. And the area of the retention pond is 60$m^2$, the maximum water depth is 0.5m, the maximum and average storage is 15$m^3$and 9.3$m^3$d. And the area of infiltration pond is 58$m^2$, and the water depth varies 0.2m~0.5m. The monitoring system consists of one rainfall gage, one Parshall flume and acoustic water level gage, two rectangular weirs and acoustic water level gage for discharge gaging, and one data recording unit. Data from ten storm events in total, three storm events in year 2000 and seven storm events in year 2001, were collected. From the data the evaporation rate was achieved with the water balance equation, and the result shows 5.0mm/day in average. The result from the analysis of the effects on reduction of flood peak and volume, is that 14% reduction of flood volume and 15% reduction of flood peak in retention pond and 49% reduction of flood volume in infiltration pond.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
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• pp.30-38
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• 1997

고속도로변에 설치된 retention pond는 drainage system의 일부분으로 우기에 빗물의 양을 조절하고 고속도로 노면에서 운반되어 retention pond에 유입된 오염된 입자를 침전, 제거시키기 위해 설치되었다. 빗물에 입자상태로 이동된 납, 아연, 카드뮴를 제거하기 위해 설치된 retention pond의 효과를 평가하기 위해 수리지질학적 연구 및 부유퇴적물의 물리화학적 특징을 규명하기 위한 연구가 수행되었다. 부유퇴적물과 비교하기 위해 심하게 오염된 roadside soil과 오염되지 않은 background soil에 대해서도 연구가 수행되었다. 부유퇴적물의 중금속함량은 background Sologne soil에 비해 원소에 따라 2-8배 높다. 그러나, roadside soil의 중금속함량은 부유퇴적물에 비해 7-26배 높다. Sequential extraction methods를 이용하여 분석한 결과 심하게 오염된 roadside soil에 존재하는 납, 아연, 카드뮴은 대부분 쉽게 용해될 수 있는 상태 (Fraction FII, FIII)로 존재하며 반면에 규산염광물과 수반되는 금속함량의 비율은 매우 낮다. 부유퇴적물에서는 규산염광물과 수반되는 금속함량이 전체 금속함량의 1/3까지 크게 증가한다. Roadside soil 과 부유퇴적물사이의 중금속함량 차이가 매우 큰 것은 중금속의 대부분이 retention pond에 이르기 전에 고속도로변과 배수로 일부에 축적되어 모두 상실하기 때문이다.

• 한국습지학회지
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• 제12권2호
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• pp.67-73
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• 2010

본 연구는 오염이 심한 유수지를 지속적으로 양호한 수질로 유지하기 위한 효율적 방안을 모색하고자 수행되었다. 유수지 수질을 양호하게 유지하려면 외부로부터 유입되는 비점오염원의 유입 차단이 필요하다. 본 연구에서는 이의 방안으로 다공성 슬래그의 활용을 제안하였다. 다공성 슬래그 넷트를 유수지에 설치하는 경우의 수질 변화를 알아보기 위하여 오염물질의 제거 정도를 실험하였다. 그 결과 접촉 시간과 인 제거 효율 간에는 높은 상관관계($r^2=0.9765$)를 나타내어 접촉시간이 처리효율에 미치는 중요한 인자임을 알 수 있었으며, 인과 부유물질은 조제 시료, 생물학적 처리수, 하수 모두 다공성 슬래그 충전상을 통과하면서 높은 효율로 제거됨을 확인할 수 있었다. 이로부터 비점오염원의 유입 방지를 위하여 유수지 수중 내부와 외부 호안에 다공성 슬래그 충전상의 설치방안을 제안하였다.

• 상하수도학회지
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• 제27권2호
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• pp.207-214
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• 2013

To evaluate characteristics of water quality in Jeju, a study was implemented for Han stream and retention ponds. Inflow water quality of retention ponds was heavily dependent on precedent rainfall, and no pesticide was detected due to the little artificial pollution sources. A smooth settling efficiency curve was noticed because heavy particles were already settled down in front of the retention pond. There were weak relationships between retention time and water quality, and this can be attributable to high concentration of pollutants influx at peak inflow. In addition, as Han stream retention pond has a role of groundwater recharge, inflow control based on water quality as well as quantity is needed to maximize pollutant removal at the retention ponds.

• 한국환경복원기술학회지
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• 제9권3호
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• pp.1-16
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• 2006

The purpose of this study is to develop design model of ecological park as stormwater storage facilities. The results are as follows : First, the design model of ecological park as stormwater storage facilities consider ecological and landscape characteristics such as high efficiency of land use, function as disaster prevention, ecological water purification, formation of habitat for flora and fauna. Second, this study demonstrates two types of plane structure and eight types of designed section. They can be combined and designed depending on conditions of each site. The facilities of stormwater storage conduct disaster prevention system and ecological park. Retention pond in stormwater storage facilities for ecological park also should be made for ecological restoration in the site. Third, the ecological park provide the basis for ecological network from in-site to out-site. Therefore its conservation and restoration plan consider the ecosystems of the site. Fourth, the most important factor for maintenance and management for retention pond is keeping water quality. Sustainable Structured wetland Biotop system is suggested for ecological water purification system in the retention pond which is one of the constructed wetland system using multi-celled aquatic plant and pond. This system can also provide habitat for animals and plants, water friendly park for men, and beautiful landscape.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.215-219
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• 2005

A macro spreadsheet model, WEANES (Wet Pond Annual Efficiency Simulation Model), has been developed to predict the long-term or annual removal efficiencies of wet retention/detention basins. The model uses historical, site-specific, multi-year, rainfall data, usually available from a nearby National Oceanic and Atmospheric Administration (NOAA) climatological station to estimate basin efficiencies which are calculated based on annual mass loads. Other required input parameters are: 1) watershed parameters; drainage area, pervious curve number, directly connected impervious area, and ti me of concentration, 2) pond parameters; control and overflow elevations, pond side slopes, surface areas at control elevation and pond bottom; 3) outlet structure parameters; 4) pollutant event mean concentrations; and 5) pond loss rate which is defined as the net loss due to evaporation, infiltration and water reuse. The model offers default options for parameters such as pollutant event mean concentrations and pond loss rate. The model can serve as a design, planning, and permitting tool for consulting engineers, planners and government regulators.

• 생태와환경
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• 제35권2호통권98호
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• pp.133-140
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• 2002

본 연구는 실험실규모의 산화지 공법을 적용하였다. 체류시간 변화 및 산화지 형태가 처리율에 미치는 영향을 조사하였다. 조류의 광합성에 대한 유기물 제거율과 용존산소와의 상관관계는 야간에 비해 주간의 상관성이 더 높은 것으로 나타났고, 단일지의 경우는 체류시간 15일의 경우가 5일에 비해 상관성이 더 높은 것으로 조사되었다. 시간대별 DO변화는 체류시간 5일의 경우 다단산화지 내의 DO농포는 $42{\sim}19.8\;mg/l$를 나타내었고, 첫번째 조에 비해 후단으로 갈수록 높아졌다. 유기물 처리효율은 체류시간 5일이고, 4단 직렬식 다단 산화지 시설에서 제거효율이 더 높았다. 유기물 제거효율로 $TBOD_5$ 평균 제거율은 $49{\sim}83%$를 나타내었고, $SBOD_5$의 경우는 $87{\sim}92%$의 높은 처리율을 나타내었다. 또한 산화지내 조류생성량을 일정 농도로 유지시켜 주는 것이 산화지 공법의 처리율을 높일 수 있는 것으로 나타났다.

• 한국토양환경학회지
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• 제2권1호
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• pp.73-81
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• 1997

고속도로에서 흘러오는 빗물의 양을 조절하고 환경오염을 최소화하기 위해 프랑스 일부 고속도로변에 간이정화시설을 설치하였다. 중금속에 의해 오염된 입자를 제거하기 위해 설치된 간이정화시설의 효과를 평가하기 위해서 오를레앙 남쪽 20km지점의 "Les Ardilleres" 지역의 A-71고속도로변에 위치한 간이정화시설을 선정하였다. Muller (1979)와 Helz (1976)에 의해 각각 도입된 index of geoaccumulation와 enrichment factor를 이용하여 오염된 도로변 토양과 간이정화시설에서 채취한 부유퇴적물의 중금속오염 정도를 정량화하여 평가하였다. 기대한 데로, 도로변 토양의 오염은 매우 심각한 반면에 부유퇴적물의 오염은 미약하였다. 간이정화시설의 부유퇴적물은 카드뮴오염만이 진행되고 있으며 이 결과는 인위적인 오염과 자연적인 농집현상에 기인된 것이다. 부유퇴적물에 수반되어 간이정화시설에 유입되는 중금속의 추정량은 하루 납 0.9g, 아연 2.1g, 카드뮴 6mg이다. 자동차통행에 의해 배출된 납과 아연의 양과 간이정화시설에 유입된 것을 비교한 tentative mass balance 결과 고속도로상에 오염된 납과 아연의 약 5~11% 만이 빗물에 의해 간이정화 시설에 운반되어 유입되었다. 간이정화시설의 효율을 높이기 위한 제안이 제시되었다.제안이 제시되었다.

• 한국환경농학회지
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• 제23권4호
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• pp.234-239
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• 2004

[ $NO_3$ ]-N and T-N removal rates of cattail wetland cells were compared with those of reed wetland cells. The examined cells were a part of a pond-wetland system composed of two ponds in series and six wetland cells in parallel. Each wetland cell was 25m in length and 6m in width. Cattails (Typha angustifolia) were transplanted into three cells and reeds Phragmites australis) into another three ones in June 2000. Water of Sinyang stream flowing into Kohung Estuarine lake located in the southern part of the Korean Peninsula was pumped into the primary pond, its effluent was discharged into the secondary pond Effluent from the secondary pond was funneled into each cell. Two cattail and reed cells were chosen for this research. Water quantity and quality of influnt and effluent were analyzed front May 2001 through October 2001. The volume of influent and effluent of the cells averaged about $20.0\;m^3/day$ and $19.3\;m^3/day$, respectively. Hydraulic retention time was approximately 1.5 days. Influent $NO_3$-N concentration for the four cells averaged 2.39 mg/L. Effluent $NO_3$-N concentration far the cattail and reed cells averaged 1.74 and 1.78 mg/L, respectively. Average $NO_3$-N retention rate for the cattail and reed cells by mass was 30 and 29%, respectively. Influent T-N concentration far the four cells averaged 4.13 mg/L. Effluent T-N concentration for the cattail and reed cells averaged 2.55 and 2.61 mgL respectively. Average T-N retention rate for the cattail and reed cells by mass was 39 and 38%, respectively. $NO_3$-N and T-N concentrations in effluent from the cattail cells were significantly low (p=0.04), compared with those from the reed cells. Cattail wetland cells were more efficient for $NO_3$-N and T-N abatement than reed ones.

• 한국환경복원기술학회지
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• 제5권6호
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• pp.24-29
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• 2002

Nitrate removal rate in three cattail wetland cells was investigated. They were a part of a pond-wetland system for stream water treatment demonstration. The system was composed of two ponds and six wetland cells. The acreage of each cell was approximately $150m^2$. The earth works for the system were finished from April 2000 to May 2000 and cattails were planted in the three cells in June 2000. Waters of Sinyang Stream flowing into Kohung Estuarine Lake were pumped into a primary pond, whose effluent was discharged into a secondary pond. The reservoir was formed by a tidal marsh reclamation project and located in southern coastal area of Korean Peninsula. Effluents from the secondary pond were funneled into the three cells. Volumes and water quality of inflow and outflow were analyzed from July 2000 through January 2001. Inflow and outflow averaged $20.2m^3/day$ and $19.8m^3/day$, respectively. Hydraulic retention time was about 1.6 days. Average influent and effluent nitrate concentration was $1.98mg/{\ell}$, $1.38mg/{\ell}$, respectively. Nitrate removal rate averaged $82.6mg\;m^{-2}\;day^{-1}$. Seasonal changes of nitrate retention rates were closely related to those of wetland cell temperatures. The average nitrate removal rate in the cells was a little lower, compared with that of $125.0mg\;m^{-2}\;day^{-1}$ for the wetlands operating in North America. This could be attributed to the initial stage of the cells and inclusion of three cold months into the seven-month study period. Root rhizosphere in wetland soils and litter-soil layers on cell bottoms could not developed. Increase of standing density of cattails within a few years will establish both root zones suitable for the nitrification of ammonia to nitrates and substrates beneficial to the denitrification of nitrates into nitrogen gases, which may lead to increase of the nitrate retention rate.