• 제목/요약/키워드: Estuarine Wetland

검색결과 33건 처리시간 0.021초

GIS를 활용한 하구의 습지추정 및 변화추이 분석에 관한 연구 (Using GIS to Estimate Estuarine Wetlands in Three Major Estuaries and to Quantify Wetland Changes over the Last Century)

  • 노백호;이창희
    • 한국습지학회지
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    • 제9권2호
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    • pp.21-31
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    • 2007
  • 하구습지는 육지생태계와 해양생태계가 만나는 전이적 특성으로 인해 다른 생태계에 비해 겨울철새를 비롯한 많은 생물종이 도래 서식하고 있음에도 불구하고, 지금까지 하구습지에 대한 공간적 분포나 시간에 따른 하구습지 변동추이를 분석한 연구는 미흡한 실정이다. 이에 본 연구에서는 지리정보시스템을 이용하여 한강, 섬진강, 가화천의 하구습지를 파악하였으며, 이때 구한말 이후 일관되게 제작되는 국가기본지형도를 이용함으로서 표준화된 방법으로 하구습지의 시대별 변화추이를 분석하였다. 특히 1910년대 제작된 고지형도와 1970년대, 그리고 2000년대에 제작된 지형도를 획득하여, 하구 내 갯벌, 습지, 모래에 대한 공간분포와 하구별 하구습지의 훼손실태를 파악하였다. 한강 및 영산강 하구와 같이 대하천 하구는 1910년대부터 1970년대까지 지속적으로 습지면 적이 감소되었으나, 감소율은 크지 않았다. 그러나 1970년대 이후 하구둑 건설과 영산강유역종합개발계획 등 각종 개발사업이 이루어진 영산강의 하구습지는 급격히 감소하였으며, 한강 하구도 남북긴장 완화와 접경지역 개발지원에 따라 습지훼손이 심화되고 있다. 반면 하구둑이나 주변 개발사업으로부터 비교적 자유로운 가화천은 하구습지의 훼손이 낮은 상태인데, 아직도 1910년대와 비슷한 형태의 갯벌과 갯골을 간직하고 있다.

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울산 태화강하구습지의 생태적 특성 및 보전을 위한 제안 (Ecological Characteristics and Their Implications for the Conservation in the Taehwagang River Estuarine Wetland, Ulsan, South Korea)

  • 김평범;장연희;추연수
    • Ecology and Resilient Infrastructure
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    • 제10권4호
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    • pp.171-183
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    • 2023
  • 하구습지는 독특한 기수역이 형성되며 이러한 환경에 적응하여 살아가는 생물에게 중요한 서식처로 기능을 수행한다. 그러나 과도한 개발과 이용에 따른 인위적 간섭으로 하구습지 고유의 기능 및 특성을 변화시킨다. 본 연구는 생태계가 우수한 하구습지 보전을 위한 기초자료를 수집하기 위해서, 태화강하구습지를 대상으로 식생 분포 특성 및 생물상 현황을 조사하였다. 연목림 식생, 정수 및 유수역 다년생 초본식생, 부유·침수식생 등 6개 상관식생형의 25개 식물군락이 확인되었다. 지형다양성이 높은 상류부에서 다양한 유형의 습지식생이 분포하고 있었다. 생물종 다양성은 멸종위기 야생생물 7종 포함 총 696종이 확인되었다. 생태적 연결성이 양호하여 감조하천이 형성되는 구간을 중심으로 다양한 기능군을 가지는 기수성 생물종이 분포하며, 하천 구간별 수환경에 따라서 잠수 및 수면성오리류 등 다양한 수조류의 서식을 확인하였다. 태화강하구습지의 생태정보의 수집은 하구 생태계의 보전·관리 기반을 마련하고 정책 수립을 지원하는 데 기초자료로 활용될 수 있을 것이다.

습지-저류지에 의한 하구 담수호 수질개선 효과 예측 (Prediction of Water Quality improvement for Estuarine Reservoir using Wetland-Detention Pond System)

  • 윤춘경
    • 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.

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담수호 수자원보전을 위한 수질정화 연못-습지 시스템의 초기처리수준 (Treatment Efficiency of a Pond-Wetland System for the Water Quality Conservation of Estuarine Lake)

  • 양홍모
    • 한국환경복원기술학회지
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    • 제4권4호
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    • pp.64-71
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    • 2001
  • Treatment efficiency was examined of a pond-wetland system constructed for water quality conservation of Koheung Estuarine Lake over one year after its establishment in July 2000. The system is composed of primary and secondary ponds in series and six wetland cells in parallel. Cattails (Typha angustiflora) were planted in three wetland cells and common reeds (Phragmites australis) in three other cells. Water pumped from Sinyang Stream flowing into the Lake was funneled into primary pond whose effluent was discharged into secondary pond by gravity flow. Effluent from secondary pond was distributed into each wetland cell. SS, $BOD_5$, T-N, and T-P concentrations in influent to primary pond, and effluent from primary pond, secondary pond, and three wetland cells planted with cattails were analyzed for about one year from August 2000 to August 2001. The removal rates at primary pond for SS, $BOD_5$, T-N and T-P were 29%, 30%, 15%, and 36%, respectively. The abatement rates at secondary pond for SS, $BOD_5$, T-N and T-P were 38%, 40%, 30%, and 47%, respectively. The reduction rates measured at three cattail-planted wetland cells for SS, $BOD_5$, T-N and T-P were 54%, 57%, 60%, and 68%, respectively. Considering early stage of the pond-wetland system and inclusion of winter during the research period, its treatment efficiency was rather good. Cattails had not yet grown to dense stands due to initial establishment period, which resulted in slightly lower treatment efficiencies of wetland cells for these pollutants, compared with those of ponds.

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유역특성에 따른 한강하구 습지의 공간분포 및 변화분석 (Spatio-Temporal Dynamics of Estuarine Wetlands Related to Watershed Characteristics in the Han River Estuary)

  • 노백호
    • 대한지리학회지
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    • 제42권3호
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    • pp.344-354
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    • 2007
  • 본 연구는 한강하구역에 위치한 33개 표준유역을 대상으로 1910년대, 1970년대, 2000년대 지형도를 이용하여 하구습지를 추출하여 공간적 분포특성과 시기별 변동추이를 분석한 것이다. 또한 하계밀도, 유역의 위치 및 크기, 경사도, 평균표고 등 유역특성이 하구습지 분포와 어떤 관계를 갖고 있는지 살펴보고, 개발사업 등 인위적 교란이 하구습지 훼손에 미치는 영향을 파악하였다. 지형도 분석결과, 하구습지는 1910년대부터 1970년대까지 완만하게 감소하였으며, 수도권이 팽창하기 시작한 1970년대 이후 한강하구의 습지는 급속하게 훼손되었다. 표준유역의 위치에 따라 하구습지를 구성하는 퇴적물 구성비율도 다르게 나타났는데, 해안에 인접한 유역에서는 갯벌(펄)의 구성비율이 높고 한강본류 및 지류에 인접한 유역에서는 사구나 습지(식생군락)가 우세한 것으로 나타났다. 또한 유역면적이 넓고 경사가 급하며 평균표고가 낮은 지역에서 하구습지는 광범위하게 분포하였다. 1970년대 이후 하구습지는 인위적 교란이 높은 한강서울, 한강서해, 한강고양 권역에서 크게 훼손된 반면 군사적 이유로 민간인의 출입이 제한된 임진강하류 및 한강하류 권역에서는 감소폭이 낮았다. 특히 지난 30여년 동안 인구증가율이 높으며 인공적인 토지피복 구성비율이 높아진 유역에서 하구습지의 훼손이 높게 나타났다.

인공습지를 이용한 하구담수호 유입하천수 수질개선 현장실험결과 분석 (Analysis of Field Experimental Data for Water Quality Improvement of Tributary Stream to Estuarine Reservoir Using Constructed Wetland System)

  • 함종화;윤춘경;구원석;김형철;신현범
    • 한국농공학회논문집
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    • 제46권5호
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    • pp.141-153
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    • 2004
  • Wetland system is widely accepted as one of natural water purification systems around the world for nonpoint sources pollution control. Constructed wetlands have become a popular technology for treating contaminated surface and waste water. In this study, the field experiment to reduce nonpoint source pollution loadings from polluted stream waters using wetland system was performed from June 2002 to March 2004. Four wetlands were used and the size of each one was 0.8ha. Water of Dangjin stream flowing into Seokmun estuarine reservoir was pumped into wetlands. Inflow and hydraulic residence time of the system was 500 $m^3$/day∼1,500 $m^3$/day, 2∼5 days, respectively. After 2 year operation, plant-coverage of the wetlauds was about 70% from bare soil surface at initial stage . Average water quality of the influent was $BOD_5$ 4.17 mg/L, TSS 18.45 mg/L, T-N 4.32 mg/L, and T-P 0.30 mg/L. The average removal rate of $BOD_5$, TSS, T-N and T-P during the study period was 5.6%, 46.6%, 45.7%, and 54.8%, respectively. Organic ($BOD_5$) removal rate was low and the reason might be low influent concentration. Wetland removal rate of T-P was about 10% higher than T-N. Performance of the experimental system was compared with existing data base (NADB), and it was within the range of general system performance. Overall, the wetland system was found to be adequate for treating polluted water stream with stable removal efficiency even during the winter period. Most of the nonpoint source pollutions from watershed are transported by streams or ditches, and they could be controled by constructed wetland system before entering the lake or reservoir.

대도심 하구역 개발과 보전의 융합이용모형 개발 연구 -낙동강 하구역을 중심으로- (A Study on the Development of Integrated Utilization Considering Multi Functions of Urban Estuarine Area)

  • 임정현;최진휴;김준호;윤한삼;류청로
    • 수산해양교육연구
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    • 제22권4호
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    • pp.589-603
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    • 2010
  • The purpose of this study is to develop a integrated(fusion) utilization model aimed at maximizing the development/management functions of urban estuarine area and to present an integrated concept by analyzing the existing document and data. The main points of this study are as follows: 1) The integrated utilization model suggested in this paper goes beyond the existing idea of sustainable utilization and conservation, putting an emphasis on rational decision-making in estuary management and peaceful coexistence between human and nature. 2) Policies for utilization/development/conservation/regeneration of urban estuarine area include the establishment of communication system between human and nature and a safety net considering both human and nature, the support for environment-friendly community development and the importance of preserving valuable ecosystem and wetland habitat. 3) Lastly, this study suggested that the major tasks for the fusion utilization model development are the integrated management of estuary areas, the conservation and preservation of wetland ecosystem, proper utilization of estuary's productivity, and the introduction and action plans of the integrated management model including the best way to address contamination and disaster management.

사천 가화천하구습지의 식생 및 생물상 특성: 생태계 보전 대책의 제안 (Characteristics of Vegetation and Biota in the Gahwacheon Estuarine Wetland, Sacheon, South Korea: Proposals for the Ecosystem Conservation)

  • 추연수;조광진;임정철
    • Ecology and Resilient Infrastructure
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    • 제9권4호
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    • pp.237-246
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    • 2022
  • 하구습지는 생물생산성이 높고 물리적 환경도 독특하여 국가 생물다양성 관리 및 그들의 서식처 확보 관점에서 중요성이 대두되고 있다. 본 연구는 하구습지 보전 및 관리를 위해 열린 하구이며 다양한 서식공간이 분포하는 것으로 알려진 가화천하구습지의 식생 및 생물상 조사를 통해 생태적 특성을 분석하였다. 정수역 다년생 초본식생, 염습지식생, 암극지식생 등 5개 상관식생형의 12개 식물군락이 확인되었다. 남강댐 방류, 조수의 영향으로 수변부의 좁은 입지를 따라 식생이 대상분포하고 있었다. 생물종 다양성은 멸종위기 야생생물 12종 포함 총 715종이 확인되었다. 다양한 하상구조와 미소서식처가 분포하고 있는 I, III구간에서 종다양성이 상대적으로 높았다. 해수 유입에 따른 기수역의 형성으로 다양한 기능군을 가지는 멸종위기 야생생물도 분포하여 보전가치가 높은 지역인 것으로 나타났다. 가화천하구습지의 생태정보의 수집은 하구 생태계의 보전·관리 기반을 마련하고 정책 수립을 지원하는 데 기초자료로 활용될 수 있을 것이다.

하천수정화 근자연형 인공습지의 초기 인 제거 (Preliminary Phosphorous Removal Rate in a Natural-type Constructed Wetland for Stream Water Treatment)

  • 양홍모
    • 한국환경복원기술학회지
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    • 제5권6호
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    • pp.30-36
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    • 2002
  • A 0.19 hectare natural-type wetland for stream water treatment demonstration was constructed and planted with cattails from April 2001 to May 2001. Part of its bottom surfaces adjacent to levees have a variety of slope of 1 : 4~1 : 15. Two small open water areas were installed, in which emergent plants could not grow. Removal of nutrients from stream waters was a major objective of the wetland. Waters of Sinyang Stream flowing into Kohung Estuarine Lake were pumped and funneled into the wetland. The lake had been formed by a salt marsh reclamation project and was located southern coastal region of Korean Peninsula. Volumes and water quality of inflow and outflow were analyzed from July 2001 through December 2001. Inflow and outflow averaged $120.4m^3/day$ and $112.1m^3/day$, respectively. Hydraulic retention time was about 3.1 days. Average total phosphorous concentration of influent and effluent was $0.19mg/{\ell}$ and $0.075mg/{\ell}$, respectively. Total phosphorous loading rate of inflow and outflow averaged $12.05mg\;m^{-2}\;day^{-1}$ and $4.44mg\;m^{-2}\;day^{-1}$, respectively. Average total phosphorous removal rate in the wetland was $7.61mg\;m^{-2}\;day^{-1}$. Seasonal changes of phosphorous retention rates were observed. The wetland acted as effective phosphorous sinks in the initial stage of the constructed wetland.

하천수를 정화하는 갈대습지의 개수부에 의한 질소제거 비교 (Comparison of Nitrogen Removal in Reed Wetlands with and Without Open Water Purifying Effluent from a Treatment Pond)

  • 양홍모
    • 한국환경복원기술학회지
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    • 제8권1호
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    • pp.37-44
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    • 2005
  • Nitrate($NO_3-N$) and total nitrogen(TN) removal by a reed wetland with open water(Wetland 1) was compared with that of a reed wetland without open water(Wetland 2) from March to October 2002. The two wetlands were 25mL by 6mW. An open water area, 3mL by 6mW was designed at the middle of Wetland 1. Reeds(Phragmites australis) were transplanted into the wetlands in June 2000. Water of Sinyang Stream flowing into the Kohung Estuarine Lake located in the southern part of Korea was pumped into a primary treatment pond, whose effluent was discharged into the secondary pond. Effluent from the secondary pond was funneled into the wetlands. Inflow into the wetlands averaged about 20.0$m^3$/day and their hydraulic retention time was approximately 1.5 days. Average $NO_3-N$ removal by Wetland 1 was 117.61mg/$m^2{\cdot}day$ and that by Wetland 2 was 106.39mg/$m^2{\cdot}day$. $NO_3-N$ removal efficiency of Wetland 1 and 2 was 37% and 34%, respectively. TN removal by Wetlands 1 and 2 averaged 226.80 and 214.54mg/$m^2{\cdot}day$, respectively. TN abatement efficiency of Wetland 1 was 43% and that of Wetland 2 was 40%. $NO_3-N$ removal efficiency of Wetland 1 was significantly higher(p=0.038) than Wetland 2. TN removal efficiency of Wetland 1 was also significantly higher(p=0.044) than Wetland 2. The wetland with open water was more efficient for removal of $NO_3-N$ and TN than one without.