• Membrane and Water Treatment
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• 제14권4호
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• pp.147-153
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• 2023

Urbanization has been causing such new pollutants as micro-plastic, thus the environmental impact of new pollutants on ecosystem is rapidly increasing. When it comes to micro-plastic, a representative artificial trace pollutant, its risk has been increased at a much faster rate, however the depth study associated with stormwater sediment and wetland was relatively rare. In this research, soil samples from storm water sediment were analyzed for distribution characteristics of micro-plastics in the J wetland (registered as Ramsar wetland, May 2021 and a representative environmental site in South Korea). Analyzed soil samples found approximately 201 ± 93 particle/kg (based on unit weight, Total micro plastic particles / Total Sample weight) micro-plastics in the samples. When considering the total quantitative numbers in stormwater sediment in the entire area of the J wetland, over 15,000 micro-plastics were estimated to be contaminating such area. In addition, in terms of qualitative numbers, micro-plastics were contaminating the J wetland with 94.7 % ratio of styrofoam type (43.9%) and polyethylene type (50.8%). These research results can be used as base data sets for controlling micro-plastics in the J wetland.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2022년도 학술발표회
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• pp.162-162
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• 2022

Stormwater management is an essential component of land-use planning and development. Due to the additional challenges posed by climate change and urbanization, various stormwater management schemes have been developed to limit flood damages and ease water quality concerns. Nature-based solutions (NBS) are increasingly used as cost-effective measures to manage stormwater runoff from various land uses. Specifically, constructed wetlands were already considered as socially acceptable green stormwater infrastructures that are widely used in different countries. There is a large collection of published literature regarding the effectiveness or efficiency of constructed wetlands in treating stormwater runoff; however, metadata analyses using bibliographic information are very limited or seldomly explored. This study was conducted to determine the trends of publication regarding stormwater treatment wetlands using a bibliometric analysis approach. Moreover, the research productivity of various countries, authors, and institutions were also identified in the study. The Web of Science (WoS) database was utilized to retrieve bibliographic information. The keywords ("constructed wetland*" OR "treatment wetland*" OR "engineered wetland*" OR "artificial wetland*") AND ("stormwater*" or "storm water*") were used to retrieve pertinent information on stormwater treatment wetlands-related publication from 1990 up to 2021. The network map of keyword co-occurrence map was generated through the VOSviewer software and the contingency matrices were obtained using the Cortext platform (www.cortext.net). The results obtained from this inquiry revealed the areas of research that have been adequately explored by past studies. Furthermore, the extensive collection of published scientific literature enabled the identification of existing knowledge gaps in the field of stormwater treatment wetlands.

• 한국물환경학회지
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• 제29권3호
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• pp.354-364
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• 2013

The performance of the stormwater wetlands can be significantly influenced by antecedent stormwater in storage at the commencement of a stormevent. As inflows are intermittent and stochastic in nature, the evaluation of the treatment efficiency of a stormwater wetland should be considered by runoff capture and water treatment characteristics during interevent periods. In this study, analytical probabilistic model is applied to identity runoff capture rate and treatment efficiency of the stormwater wetland. To achieve this, continuous rainfall data recorded in Busan for 31 years has been analyzed to derive the runoff capture rate, and 1st order kinetic decay constants ($k_V$, 1/d) are calculated from regression analysis to identify pollutants removal during interevent periods. The results show that about 60.9% of annual average runoff is captured through the stormwater wetland. The annual average treatment efficiencies of SS, BOD, COD, TN and TP is about 11.4, 8.9, 9.8, 4.3 and 9.6%, respectively. The analytical model has been compared with the numerical model and it shows that analytical model is valid. Performance evaluation methods developed in this study has the advantages of considering characteristics of rainfall-runoff, facility type and pollutant removal.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2019년도 학술발표회
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• pp.412-412
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• 2019

Nature-based solutions (NBS) offer a wide variety of techniques that promote cost-efficient stormwater management practices. In particular, low impact development facilities utilize NBS principles to restore the ecosystem services in a highly-urbanized area. Despite the advancements in these technologies, several considerations should still be addressed to ensure optimum functionality and attainment of desired pollutant removal efficiency a LID facility. This study evaluated the mass flushing characteristics of pollutants in an urban catchment and the efficiency of a small constructed wetland (SCW) in treating urban stormwater runoff. 21 rainfall events from 2010 to 2018 were monitored to determine and quantify stormwater pollutants. The highest pollutant washoff was observed on rainfall depths ranging from 0.1mm to 10mm, whereas events with greater rainfall depths exhibited lower pollutant concentrations due to dilution effect. However, the SCW manifested lower pollutant-removal performance on rainfall depths exceeding 10mm due to the exceedance of the facility's design rainfall. This study is beneficial in assessing the dynamics of pollutant washoff and efficiency of LID facilities subjected under various external factors.

• 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.

• 한국습지학회지
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• 제20권2호
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• pp.145-154
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• 2018

본 연구에서는 포장도로에서 발생되는 강우유출수 처리를 위하여 파일럿 규모의 우드칩 충진 수직흐름형 습지를 이용하여 처리시험을 수행하였다. 각 습지는 전처리 목적의 침강지와 우드칩이 전체용적의 25%, 50%, 75%가 충진된 습지로 구성되어 있다. 입도분석 결과 강우유출수에 함유된 입자의 크기는 0.52-30um 크기가 주종을 이루고 있으며 24시간 침강 후에 20um 이상의 입자는 대부분 제거되었다. 또한 20um 보다 작은 크기의 입자는 건기시 수행되는 내부순환에 의해 여과 및 부착 등의 기작에 의해 상당부분 제거되었으나 전체적인 입자의 양은 우드칩의 연화과정에서 탈리되는 입자들에 의해 증가하는 것으로 밝혀졌다. 우드칩으로 부터 입자탈리는 초기 75일 동안에 걸쳐 발생하였으며 발생된 우드칩 입자의 농도(밀도)는 충진율이 증가할수록 증가하였다. 본 논문에서는 우드칩 탈리과정을 설명할 수 있는 1차 반응속도 모델을 제안하였으며 우드칩 탈리에 영향을 미치는 주요 수질인자 및 운전조건과의 관계를 분석한 결과 수질인자 중에는 수온, 용존산소, pH 등이 주요 영향인자로 파악되었으며 운전조건으로는 습지내부 운전수위 및 선행건기일수도 탈리속도를 결정하는 주요 변수로 분석되었다.

• 한국습지학회지
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• 제15권1호
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• pp.79-90
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• 2013

가축사육지역으로부터 발생되는 강우유출수 처리를 위해 건설된 인공습지에 대해 2010년 5월부터 2011년 11월까지 수행한 20회의 강우시 모니터링을 통하여 얻은 자료를 분석한 결과 강우시 저감효율은 TSS 88%, BOD 54%, $COD_{Mn}$ 35%, $COD_{Cr}$ 70%, TN 31%, TP 64%이었다. 이론적으로 강우계급의 증가(강우유출량 증가)는 습지의 수리학적 교환비율을 증가시키기 때문에 TSS 저감효율은 감소해야하는데 교환비율이 1에 접근하였을 때 대략 55%의 효율을 달성하였다. 또한 연속적인 강우활동, 개별적인 강우사상의 대소, 강도, 선행건기 일수 등 습지에서는 실험자가 제어할 수 없는 수많은 자연변수들이 복합적으로 작용하기 때문에 처리효율의 변동이 매우 컸다. 효율에 가장 큰 영향을 미친 요인으로는 수리학적 요인과 함께 조류증식이 성능 불확실성에 크게 기여하였다.

• Environmental Engineering Research
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• 제10권6호
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• pp.316-327
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• 2005

Constructed wetlands provide several benefits that are not solely limited to storm water management and are becoming common in storm water management. In this research, four recently constructed wetlands underwent in situ and laboratory water sampling to determine their efficiency in removing storm water pollutants over a 5-month period. From the sampling results, it was determined that each of the wetlands was able to reduce the concentration of pollutants in the stormwater. To aid in the assessment of the wetlands against each other, a model was developed to determine the extent of removal of stormwater pollutants over the length of the wetland. The results from this model complimented the data collected from the field. Improvements, such as increased amounts of vegetation were recommended for the wetlands with the aim of increasing the effectiveness. Further investigations into the wetlands will allow for better understanding of the wetland's performance.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2003년도 학술발표논문집
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• pp.575-578
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• 2003

Constructed wetlands have become a popular technology for treating contaminated surface and wastewater. In this study, the field experiment to reduce nonpoint source pollution from watershed runoff during rainy day using wetland and pond. TSS and T-N removal rate of wetland-pond system and pond-wetland system was 91% and 73%, 94% and 70%, respectively and values were same range. $BOD_5$ and T-P removal rate of pond-wetland system (38% and 78%) was higher than wetland-pond system (27% and 62%). overall, pond-wetland system is more useful than wetland-pond system to control NPS.

• 한국습지학회지
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• 제14권2호
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• pp.223-235
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• 2012

본 연구에서는 '09년' 환경부의 비점오염저감시설 모니터링 및 유지관리 시범사업으로 건설된 강우유출수 처리목적의 인공습지 침강지에서 퇴적특성 및 설계 적정성에 대하여 조사분석 하였다. 본 연구대상 인공습지가 설치된 지역에는 대규모 우사가 산재해 있으며 인공습지는 가축사육지역에서 발생되는 강우유출수를 처리하기 위하여 설치되었다. 퇴적물의 발생양은 강우량 및 강우강도에 영향을 받아 결정되며 유입유량의 크기에 따라 지점별 퇴적량이 결정되는 것으로 나타났다. 퇴적물의 성분분석결과 영양염류의 경우 일반 농촌지역 인공습지 대비 연구대상 습지의 농도가 10배 높은 수치로 분석되었고 주변토양과 중금속함량을 비교한 결과 Tatal-Pb, Total-As는 비슷한 수준을 보이고 있으나 Total-Cu의 경우 축산단지의 영향을 받아 높은 수준의 함량을 나타내었다. 연간 퇴적물 발생량을 추정한 결과 중량으로는 13톤, 퇴적깊이는 약 23cm, 체적기준 $65m^3$이었고 현재의 기준을 바탕으로 준설시기를 산출하였을 때 약 2.7년 정도로 조사되었다. 한편 침강지의 구조는 고유량시(강우시) 발생하는 세굴을 감안하여 현재와 같은 장방형 구조가 아닌 쐐기형 구조가 적합한 것으로 판단된다.