• 한국해양학회지:바다
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• 제17권4호
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• pp.203-224
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• 2012

실질적인 하구환경의 관리를 위해서는 관리구역, 즉 하구역이 먼저 정의되어야 한다. 그러나 하구역의 경계를 설정할 수 있는 과학적 자료의 부족으로 인해 아직까지 체계적인 경계설정 방법이 제시되지 못하고 있다. 본 연구는 하구의 물리화학적 특성 등의 과학적 자료와 더불어 지리 지형적 특성 및 이용개발 특성 등을 종합적으로 고려하여 체계적으로 하구역 경계를 설정하는 방법을 제안하였다. 하구를 하구순환의 유지여부에 따라 열린 하구와 닫힌 하구로 구분하고, 각 유형에 속한 개별 하구에 대해 물리화학, 지리지형학 및 이용개발 특성을 고려하여 하구수역의 경계를 설정한 후에 하구수역에 영향을 미치는 하구육역의 경계를 설정하는 순차적인 방법이다. 이 방법에 따라 국내 274개 하구역의 경계를 시범적으로 설정해본 결과 각 하구별로 가용한 자료의 수준과 지역 특성의 차이를 합리적으로 고려한 하구역 경계 설정이 가능한 것으로 나타났다.

• 한국환경과학회지
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• 제11권4호
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• pp.309-317
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• 2002

In this study, water protection reservoir is selected as the target which is located at the estuary of Taehwa river to analyze and examine the effects of hydraulic structure on river environment. This study examined the water quality variation characteristics among many effects of hydraulic structure on river environment before and after removal of the sediment protection reservoir when low flow is yielded. This study aims at the definition of factors which cause the change of ecological environment of river due to the effects of the sediment protection reservoir, and the proposal of the direction of environmental friendly river space development through the comparison of stream variation conditions(depth, velocity, and etc.) and riverbed variation characteristics with ecological depth condition of Taehwa-river's channel for each representative species of fish and examination those. Firstly, from the examination result of water quality when low flow is yielded before and after removal of the sediment protection reservoir for problems about water quality of river due to flow amount decrease in river, it is found that DO decreases about 0.78~0.86ppm at the lower stream of Myeongchon-gyo, and BOD decreases about 0.06~0.24ppm from right upper stream to the direction of estuary when the sediment protection reservoir is removed. It is known from the above that there is some improvement of water quality from the lower stream of Taehwa-gyo to the estuary in case of removal the sediment protection reservoir. Nextly, it is thought that the effects on ecosystem due to water depth and draw down in channel is not serious on the basis of the examination of water quality analysis result according to removal of sediment protection reservoir and hydraulic depths for reservation of ecosystem, these are 10~40cm for breeding season, 10~50cm for fry period, and 10~100cm for adult period of the representative species of fish in Korea.

• 한국환경생태학회지
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• 제26권6호
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• pp.911-922
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• 2012

본 연구는 낙동강 하구역 연안 사주섬 식생의 발달과 분포 특성을 규명하고자 시행하였다. 총 118개의 식생자료를 획득되었다. 좌표결정법에 의해 식물종과 환경요소들 간의 관계를 규명하였으며, 이를 위해 RIM 등의 프로그램을 이용하였다. 총 12개의 식물군락이 구분되었으며, 건생형과 습생형으로 대분류 되었다. 이들 식물군락은 사주와 염습지를 대표하는 하는 식생형으로 건생형은 해송군락, 순비기나무군락, 좀보리사초군락, 띠군락, 물억새군락, 갯메꽃군락, 습생형은 개수양버들-산조풀군락, 갈대-산조풀군락, 쇠보리-갈대군락, 갈대군락, 새섬매자기군락, 나문재-칠면초군락 등으로 구분되었다. 공간적으로 건생형 초본과 염습지의 갈대군락 및 새섬매자기군락이 가장 넓게 분포하고 있었다. 해안 사주의 대부분은 갈대군락이 대상으로 분포하며, 해안가에서는 새섬매자기군락이 관찰되었다. 현존식생도에서 가장 넓은 면적을 구성하는 식생유형은 새섬매자기군락, 염습지 갈대군락, 건생초원식생이다. 대부분의 사주섬 가장자리에는 염습지 갈대군락이 대상으로 분포하며, 그 외곽에 새섬매자기군락이 발달하고 있다. 해안 사구식생과 염습지 식생은 각각 말단사주섬의 전방과 후방 지역에 분포하였다.

• 한국환경과학회지
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• 제11권3호
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• pp.191-199
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• 2002

In this study, water protection reservoir is selected as the target which is located at the estuary of Taehwa river to analyze and examine the effects of hydraulic structure on river environment. This study aims at the definition of factors which cause the change of ecological environment of river due to the effects of the sediment protection reservoir, and the proposal of the direction of environmental friendly river space development through the analysis and examination of stream variation conditions and riverbed variation characteristics among many effects of hydraulic structure on river environment before and after removal of the sediment protection reservoir when design flow is yielded. Firstly, in case of removal the existing sediment protection reservoir, the hydraulic variation characteristics like depth drop due to removal of the sediment protection reservoir are thought of little because it is examined that depths drop with about 0.01m and 0.01~0.56m when low flow is yielded and design flood yielded, respectively. Nextly, as the examination result of the variation characteristics of flow velocity in case of removal the existing sediment protection reservoir, it is thought that the concern about riverbed erosion is not serious according to the analyzed result as the mean velocity of the channel section where the velocity varies in case of removal the sediment protection reservoir is about 0.07~1.36m/s when low flow is yielded, and is about 1.02~2.41m/s when design flood is yielded despite riverbed erosion is concerned as it is examined that flow velocity is getting increase as about 0.01m/s when low flow is yielded and about 0.01~0.44m/s when design flood is yielded. Lastly, from the prediction result of riverbed variation for each flow amount condition before and after removal the sediment protection reservoir, it is known that the variation range of riverbed is nearly constant when flow amount of the channel exceeds a specific limit as it is analyzed that the more flow amount, the more erosion and sediment in the channel section of down stream part of the sediment protection reservoir and the sediment protection reservoir~Samho-gyo, and the variation ranges according to flow amount between flood condition and design flood condition have little difference in the channel section of the upstream of Samho-gyo.