• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2004년도 International Conference Global Environmental Problems and their Health Consequences
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• pp.160-164
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• 2004

This study was carried out to investigate the removal of TNT (2,4,6-trinitrotoluene) and parathion in the batch and the continuous constructed wetland microcosms consisting of marsh and pond. The batch system study showed that TNT was almost reduced in the marsh and pond system within 20 days and parathion was within 8 days. The major reductive metabolites of TNT includes 2,4-diamino-6-nitrotoluene (24DANT) >2,6-diamino-4-nitrotoluene (26DANT) >4-diamino-2,6-nitrotoluene(4ADNT) > 2-diamino-4,6-nitrotoluene (2ADNT), and the concentrations of these metabolites were decreased during further operation. The generation rates of 4-nitrophenol, the major metabolite of parathion, were 82% and 15% in the bottom of marsh and pond system, respectively. In the continuous system study, although TNT/parathion degradation pattern was similar to the batch's, marsh-pond system showed the most stable TNT/ parathion removal among various continuous reactor combinations.

• 한국환경복원기술학회지
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• 제13권6호
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• pp.145-159
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• 2010

A Sustainable Structured wetland Biotop (SSB) system was planned, designed, and finally constructed, and maintained in the An-teo Reservoir ecological park, which is the habitat of the endangered Gold-spotted Pond Frog. The system purifies polluted water of An-teo Reservoir which flows from up to bottom within the system. Water was sampled once a month at the inlet and at the outlet from December, 2009 to August, 2010. BOD5, SS, T-N and T-P were analyzed. Average influent and effluent BOD5 concentration was 2.9 and 1.0 mg/L, respectively, and BOD5 removal was 67%. SS concentration of influent and effluent averaged 18.1 mg/L and 2.5 mg/L, respectively, and SS abatement amounted to 86%. Average influent and effluent T-N concentration was 0.426 mg/L and 0.147 mg/L, respectively, and T-N retention was 66%. T-P concentration of influent and effluent averaged 0.071 mg/L and 0.022 mg/L, respectively, and T-P removal amounted to 68%. Plant and frog species of the system were monitored during the period. Amphibia and reptiles provided 7 species and 4 families including the Endangered Gold-Spotted Pond Frog (Rana chosenica ) which also lives in the system. Twenty-six plant species were naturally introduced into the system, however, they didn't make up a significant portion of the plant populations compared with the planted species. The endangered plants, Bladderwort (Utricularia vulgaris var. japonica ) and Euryale ferox were observed in An-teo Reservoir as well as in the system.

• Journal of Ecology and Environment
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• 제42권4호
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• pp.183-190
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• 2018

Backgrounds: The main purpose of this research was to assess changes in vegetation structure, wetland index, and diversity index for a 15-year-old created wetland in Jincheon, South Korea. The created wetland consists of four sub-wetlands: a kidney-shaped wetland, a ditch, an ecological pond, and a square wetland. Vegetation and water depth data were collected at each site in 1999 and 2013, and Shannon diversity and wetland indices were calculated. Results: The total number of plant species increased from 18 in 1999 to 50 in 2013, and the ecological pond in 1999 and the ditch in 2013 presented the highest diversity indices (2.5 and 3.2, respectively). Plant species were less diverse in 1999 than in 2013, presumably because these initial wetlands were managed periodically for water purification and installation of test beds. The proportion of wetland plants, including obligate wetland and facultative wetland species, decreased from 83 to 56%, whereas upland plants, including obligate upland and facultative upland species, increased from 17 to 44%. After ceasing water supply, water depth in all four sub-wetlands declined in 2013. Thus, upland plants established more readily at these sites, resulting in higher diversity and lower wetland indices than in 1999. Conclusions: The major floristic differences between 1999 and 2013 were an increase in the number of upland plants and a decrease in wetland species. Although wetland indices were lower in 2013, the created wetland performed important ecosystem functions by providing habitats for wetland and upland plants, and the overall species diversity was high.

• 대한환경공학회지
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• 제27권2호
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• pp.198-205
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• 2005

본 연구에서는 marsh와 pond의 조합으로 구성된 회분식과 연속식 습지 반응조를 이용하여 화약물질인 TNT(2,4,6-trinitrotoluene)를 처리하는 실험을 수행하였다. 회분식 실험결과 10 mg/L의 TNT가 20일 이내에 marsh와 pond 반응조 내에서 모두 제거되었다. TNT의 분해에 따른 주요 분해 부산물들은 2,4-diamino-6-nitrotoluene(2,4-DANT), 2,6-diamino-4-nitrotoluene(2,6-DANT), 4-diamino-2,6-nitrotoluene(4-ADNT), 그리고 2-diamino-4,6-nitrotoluene(2-ADNT)이었으며 시간이 경과하면서 이들 부산물도 점차 감소하는 경향을 보였다. 다음으로 Marsh와 pond의 조합으로 이루어진 연속식 반응조를 이용하여 TNT를 처리한 결과 회분식 반응조와 비슷한 경향을 보였으며, 2일 이내에 수중에서 거의 모든 TNT가 제거되었다. 주요 부산물은 marsh와 pond 단일조합 반응조에서는 ADNT(mono amino-dinitrotoluene)계열의 부산물이었던 반면, marsh-pond, pond-marsh 연속식 반응조에서는 분해가 된 DANT(diamino-mononitrotoluene)가 주된 부산물로 관찰되어 혐기성과 호기성 조건을 동시에 가지는 연속식 조합 습지 시스템이 TNT의 분해에 더 효과적임을 알 수 있었다. 또한 습지의 유입수와 처리수의 독성을 평가하기 위해 Microtox Assay를 통하여 분석한 결과, marsh와 pond의 연속식 복합 반응조의 처리수는 $EC_{50}$를 계산할 수 없을 정도로 독성이 감소됨을 알 수 있었다. 이들 실험결과를 통하여 marsh와 pond의 조합으로 혐기성과 호기성을 동시에 마련한 인공습지 시스템을 이용하여 수중에 존재하는 TNT를 안정적으로 처리할 수 있었다.

• 한국환경농학회지
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• 제21권4호
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• pp.274-278
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• 2002

담수호로 유입되는 하천수를 정화하는 연못습지 시스템의 일부를 구성하는 갈대 습지 셀의 초기 $NO_3-N$ 제거율을 분석하였다. 조사기간 유입수와 유출수의 평균 $NO_3-N$ 농도는 각각 2.30 mg/L, 1.75 mg/L 였으며, 평균 $NO_3-N$ 제거율은 80.9 $mg/m^2/day$ 였다. 북미 인공습지의 평균 $NO_3-N$ 제거율 125 mg $N/m^2/day$ 보다는 제거율이 낮다. 본 연구습지가 시공 후 초기단계이고 조사기간에 수온이 낮은 11월과 12월이 포함된 것을 고려하면 $NO_3-N$ 제거율은 양호한 편이다. 본 연구습지의 갈대가 2 $\sim$ 3년 후 습지를 완전히 덮고, 뿌리주변에 근권이 발달하고, 갈대의 잔재물이 습지바닥에 쌓여 탈질화에 필요한 탄소공급원의 역할을 하면 $NO_3-N$ 제거율이 높아질 것으로 사료된다. 월별 $NO_3-N$제거율 변화는 월별 평균 습지 수온의 변화와 유사한 경향을 나타내어 $NO_3-N$ 제거율은 수온에 영향을 받음을 알 수 있다. 습지 셀에 식재한 갈대가 거의 죽지 않고 활착하였으며, 식재 약 3주 후부터 새줄기가 일부 나오기 시작하였다. 유입수가 연못습지 시스템의 연못을 거치는 동안 총질소에 대한 질산태 질소의 함유비율이 높아져 습지의 질소제거에 도움이 되었다. 본 연구 습지의 유입수 질소 농도는 낮은 수준이다 초기 연구결과 간척지 담수호 주변에 오염농도가 낮은 담수호의 물이나 담수호 유입하천수를 정화하는 인공습지의 활용이 가능하다고 사료된다.

• 한국관개배수논문집
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• 제18권1호
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• pp.4-17
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• 2011

The standard design methodology was suggested to construct wetland system for reducing non-point source pollution from Saemangeum reclaimed paddy land. To set for the design flow and concentrations, runoff and water quality survey were conducted during the irrigation period in 2008 at Gyehwa reclaimed paddy land located at near Saemangeum lake. It is rational that 1ha is the optimum constructed wetland size. To meet this size, the moderate drainage area of reclaimed paddy field was 50ha under the conditions that rainfall is 30mm, average runoff coefficient is 0.83, and runoff capture ratio is 0.6. At these condition, the runoff volume from 50ha was 10,520 $m^3/d$ including base flow during irrigation period. To select the optimum wetland system, several case studies were conducted by focusing on the tidal reclaimed land areas having wetland systems in Seokmun. Pond-Wetland system was selected as the standard model because of showing the highest reduction efficiency. Single variable regression equation were delivered to estimate effluent water concentrations from the designed wetland by using long-term monitoring data from the Seokmun experiment site. The effluent concentration from the designed wetland using these equation were showed moderately range.

• 한국농공학회지
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• 제42권5호
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• pp.94-102
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• 2000

Investigated was the effectiveness of a constructed wetland system on water quality in Hwa-Ong estruarin reservoir, located in Hwasung-Gun, Kyunggi-Do. Procedures for estimation of pollutant loading from watershed and required area for natural systems, and simulation of corresponding reservoir water quality were reviewed. Generally, simulated reservoir water quality was within the reasonable range, and about 15% of total polder farmland was required to meet the agricultural water quality standards. The model was applied based on the current loading condition without additional treatment systems. Wetland system is an ecologically sound treatment system. Therefore, natural systems can be an alternative measure for water quality improvement in polder projects. The area for natural systems was estimated using literature value which might be acceptable at the planning stage. However, pilot system and its experimental data are requisite for large scale field application. WASP5 was proved to be a useful and versatile model, and its application to estuarine reservoir water quality simulation was thought to be appropriate.

• 한국습지학회지
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• 제7권4호
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• pp.43-50
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• 2005

습지는 생산성이 높고, 오염물질의 제거능력이 뛰어난 생태계로 이를 이용한 수질정화 방법에 대한 연구가 국내외에서 활발히 진행되고 있다. 습지의 영양염류 제거는 유기물의 침전 흡착등의 물리적 기작, 수중 이온물질과의 결합 침전되는 화학적 기작, 식물의 흡수, 미생물에 의한 영양염류의 전환 등의 생물학적 기작의 복합적 반응으로, 물리, 화학, 생물학적 기작이 동시에 고려되어야 한다. 본 실험은 서로 다른 형태인 소택지형습지와 연못형 습지의 수질정화효과를 비교, 확인하여 영양염류 제거에 효과적인 습지의 형태와 조건을 제시하는 것을 목적으로 하였다. 실험결과, 소택지형과 연못형 습지는 호기조건과 혐기조건이 모두 상층부와 하층부로 구분도어 나타나 소택지형과 연못형 습지 모두 에서 호기성 유기물 분해과정과 탈질과정이 진행되었을 것으로 예상된다. 질산성 질소의 제거효율은 소택지와 연못형 습지에서 모두 97%, 94% 로 나타났으며, 인산염인의 제거효율도 95% 이상 높게 나타나, 습지 형태에 따른 수질정화 효과는 습지 형태간 유의한 차이가 나타나지 않았다.

• 한국환경생태학회지
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• 제16권2호
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• pp.179-187
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• 2002

유기물이 함유된 공업용 폐수(2차처리수)의 수질을 정화하기 위해 2000년 7～10월에 친환경적인 방법인 식물정화조를 조성하여 하천의 수질 및 지하수를 보전하고 공업단지내에서 생물서식공간과 휴게공간을 제공하고자 본 실험을 진행하였다 식물정화조의 크기는 10m$\times$6m(상부면)로 1일 처리용량은 2.5㎥였다. 폐수는 1일 4회, 6시간 간격으로 0.625㎥씩 나누어 처리하였다. 처리효율을 높이기 위해 수직흐름방식을 채택하였고, 배수층은 모래와 자갈을 2:1의 비율로 혼합하여 깊이 1.0m로 조성하였다. 식물정화조 내에는 갈대, 부들, 골풀, 노랑꽃창포 등의 다년생 정수식물을 20본/㎥ 식재하였다. 처리수 재활용 차원에서 생물종다양성을 증진시키는 자연형 연못을 조성하였으며, 이를 환경교육장으로 활용하기 위해 관찰데크, 안내해설판 등을 도입하였다. 실험결과 BOD$_{5}$, COD, T-N, T-P 등의 제거에 상당한 효과가 있는 것으로 나타났고, 생태계 모니터링 결과, 생물서식공간(비오톱)으로서의 기능이 점진적으로 향상되고 있는 것으로 나타났다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.557-562
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• 2005

The field scale experiment was performed to examine the effect of plant coverage on the constructed wetland performance and recommend the optimum development and management of macrophyte communities. Four sets(each set of 0.88ha) of wetland (0.8ha) and pond(0.08ha) systems were used. Water flowing into the Seokmoon estuarine reservoir from the Dangjin stream was pumped into wetland system. Water depth was maintained at $0.3{\sim}0.5m$ and hydraulic retention time was managed to about $2{\sim}5$ days; emergent plants were allowed to grow in the wetlands. After three growing seasons of the construction of wetlands, plant coverage was about 95%, even with no plantation, from bare soil surfaces at the initial stage. Dead vegetation affected nitrogen removal during winter because it is a source of organic carbon which is an essential parameter in denitrification. Biomass harvesting is not a realistic management option for most constructed wetland systems because it could only slightly increase the removal rate and provide a minor nitrogen removal pathway due to lack of organic carbon.