• Title/Summary/Keyword: 하구 사주

Search Result 75, Processing Time 0.021 seconds

Studies on Plant Succession of Sand Bars at the Nagdong River Estuary I. Vegetation and Soil Environment (낙동강 하구 사주식생의 천이에 관한 연구)

  • Mun, Hyeong-Tae;Kim, Joon-Ho
    • Journal of Plant Biology
    • /
    • v.28 no.1
    • /
    • pp.79-93
    • /
    • 1985
  • Plant succession and subsequent changes of soil properties were studied in sand bars at the Nagdong River estuary in Korea. By old maps, ages of sand bars such as Namusitdeung, Galmaegideung, Baeghapdeung and Ogryudeung were estimated about 10, 15, 25 and 60 years old, respectively. The dominance-diversity curves and plant species diversity indices among the sand bars showed increasing trend of stability from Galmaegideung toward Ogryudeung. The soil acidity, contents of organic matter and total nitrogen of soil increased significantly from Galmaegideung toward Ogryudeung. The order of successional degree among the sand bars on the basis of the number of plant species, the results of vegetation analysis and changes of soil properties almost coincide with the order of age among the sand bars. However, the order of successional degree between Namusitdeung and Galmaegideung was more or less obscured because of cyclic succession driven by allogenic processes.

  • PDF

Hydraulic Characteristic Analysis for Prevention of River Disaster at Estuary in the Eastern Coast of Korea (동해안 하천 하구부의 하천재해 방지를 위한 수리특성 분석)

  • Choi, Jong-Ho;Jun, Kye-Won;Yoon, Yong-Ho
    • Journal of Korean Society of Disaster and Security
    • /
    • v.11 no.2
    • /
    • pp.83-89
    • /
    • 2018
  • The significant sedimentation at the estuary in the eastern coast of Korea frequently causes river mouth occlusion where disconnection between the river and sea is observed. River mouth occlusion causing watershed retention raises the environmental risk of the area as it impairs water quality and threatens the area's safety in the event of floods. This study proposes a plan to maintain stability of river channel and flow of flood discharge at the estuary with loss of its function for disaster prevention. To this end, the study tries to change the location and width of stream path, focusing on the center line of stream near the sand bar of river mouth. This allows to identify a shape of stream path that leads the most stable flow. To review the result, this study uses the SRH-2D, a model for two-dimensional hydraulic analysis, and conduct numeric simulation. The simulation result showed that the most effective plan for maintaining the stable flow of running water without having the area sensitive to changes in hydraulic characteristics is to lower the overall river bed height of the sand bar near the center line of stream to a equal level.

Spatiotemporal Variations of Coastal Sediment Transport at Barrier Islands in the Nakdong River Estuary (낙동강 하구 주요 연안사주에서 표층표사의 시.공간적 변화)

  • Jeon, Yong-Ho;Yoon, Han-Sam;Lee, Kyung-Seon
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.16 no.2
    • /
    • pp.161-168
    • /
    • 2010
  • We conducted a field survey of the generation and development of the delta area of the Nakdong River estuary, Korea. To examine deposition and erosion of the barrier islands, we observed the spatiotemporal variations of sediment transport and quantitatively estimated the settling velocity of coastal sediment. For the field survey, we established two survey sites off the coasts of Jinu Island and Doyodeung, which had shown rapid variations in deposition and erosion. At these sites, we measured the net surface elevation change of the bottom level at approximately 1-month intervals. Main findings were summarized as follows. (1) Calculated daily deposition and erosion velocity during the observation period ranged from -1.39 to 3.56cm/day at Jinu Island and from -4.0 to 3.07cm/day at Doyodeung, respectively. (2) Although two typhoons passed by the study area during the observation period, the maximum net surface elevation was larger in October than during the passage of those typhoons.

Soil properties of barrier island habitats in the Nakdong river estuary (낙동강 하구 주요 사주 서식지 토양 특성)

  • Yi, Yong Min;Yeo, Un Sang;Sung, Kijune
    • Journal of Wetlands Research
    • /
    • v.16 no.3
    • /
    • pp.355-362
    • /
    • 2014
  • Changes of soil properties due to sedimentation and erosion in the river estuary may lead changes in environmental factors that affect plant growth and distribution, Then habitats in the river estuary that provide various ecological functions can also be influenced. Topsoil samples were analyzed in order to understand the soil properties of important barrier islands and habitat types in the Nakdong river estuary. The samples were obtained from Phragmites communis and Scirpus planiculmis habitats, the tidal flats in the southern area of Eulsukdo, and in Mangeummerydeung, Baekhapdeung, and Doyodeung. Analyses results showed that bulk density, pH, organic matter content and total nitrogen concentration which were directly or indirectly affected by vegetation showed significant difference (p<0.05) with habitat types but no differences in water content and oxidation reduction potential which could be affected by soil texture and showed significant difference among barrier islands. Results suggested that soil properties on barrier islands in the Nakdong river estuary were influenced first by geomorphic changes due to sedimentation and erosion, and then by the presence or type of vegetation. A range of physical and chemical properties were analyzed; soil water content and bulk density (physical properties), and organic content and pH (chemical properties) were correlated with seven other soil properties, at a level of significance higher than 90%. These aspects played an important role in determining overall soil properties in the studied area.

Topographical change of sandbar and vegetation settlement in Jang-Hang wetlands for Han River Estuary Wetlands Restoration (한강 하구 습지복원을 위한 장항습지의 사주 지형변화 및 식생정착)

  • Ahn, Hong-Kyu;Kim, Si-Nae;Chung, Sang-Joon;Lee, Dong-Jun;Lee, Sam-Hee
    • Journal of Wetlands Research
    • /
    • v.14 no.2
    • /
    • pp.277-288
    • /
    • 2012
  • Estuary is unique habitat ground under substantial changes of water quality, river side, bed material, and micro topography. Construction of SinGok underwater weir with excessive dredging for downstream of weir has changed hydraulic conditions of Han River. This study investigates spatial changes of estuary and expansion process of vegetation on sandbar for JangHang estuary in Han River through analysis of physical and ecological characteristics. As a result of investigation, we found that area of sandbar in JangHang estuary is expanded six times compared between 1985 and 2006, and area of Phragmites australis is gradually decreased while area of Salix subfragilis Anderson. is increased. Also the analysis result of soil layer shows that the Jang-Hang wetlands are created by effect from river, and woody plants are settled from middle part of wetlands, then spread to upper and lower part of wetlands.

Characteristics of Sediment Transport due to the Construction of Jetty at the Heoya-River Mouth, Ulsan (울산 회야강 하구 도류제 건설에 따른 표사이동 특성)

  • Lee, Seong-Dae;Kim, Bong-Ik
    • Journal of Wetlands Research
    • /
    • v.16 no.4
    • /
    • pp.477-486
    • /
    • 2014
  • Integrated sand control including sediment discharge from hinterland rivers is necessary to maintain coastal sand resources over a long term. In this regard, the following subjects should be considered; efficient ways to transfer discharged sand from a river to the neighboring coast, measures to improve storage efficiency of the discharged sand at the river delta and/or river terrace, measures to prevent the sand resources from being discharged into the deep sea during flooding. From the 1997 to January 2004, the jetty of 156 m length was constructed the Heoya-river mouth to protect the blockade of river mouth. Several tests were carried out to investigate the characteristics of sediment transport and morphological change due to the construction of the jetty at the Heoya-river mouth. Firstly, The sand discharge from Heoya river is quantified by one-dimensional numerical analysis assuming the mixed sand of three different particle diameters. Also the numerical mode system, which predicts the sea bed changes obtained from the Bailard's energy model(1981), was combined with the wave, wave-induced currents and sediment transport models. Then, to understand the changes to the blockade of the river mouth, several aerial photographs were compared, which showed that the changes were significant.

A Study on River-mouth Improvement of the Moonsan River (문산천의 하구처리 개선 방안에 관한 연구)

  • Lee, Sam-Hee;Kang, In-Shik;Lee, Hee-Chul;Kim, Sang-Seon;Lee, Yoon-Young
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2006.05a
    • /
    • pp.1221-1225
    • /
    • 2006
  • 문산천 하구와 임진강 장단반도 부근은 일반 하천과는 달리 특이한 하도특성을 지니는 구간이다. 문산천의 종단특성은 전형적인 상시 퇴적구간이다. 유사레짐에서도 실제 문산천 하구와 임진강 반구정 구간의 흐름특성 또한 감조구간으로서 밀물, 썰물에 민감하게 작용하여 거시적으로 유사이동이 정체성을 띠는 구간인 것이 확인되었다. 평면특성으로서는 임진강 반구정 구간에서 만곡하도 구간으로서 그 만곡 정도가 매우 크며(곡률 반경 709 m), 이에 따른 양안의 수위차가 실제 약 30 cm 이상 발생하는 것으로 평가되었다. 그리고 문산천 하구역의 하상경사가 1/5,400으로 임진강의 1/3,000보다 완만하다. 문산천 합류부 부근의 하상재료를 살펴 볼때도 임진강보다 문산천에서 더 작은 입경이 비교적 널리 분포하고 있다. 따라서, 홍수시 특히 조석이 창조기나 정체기에 임진강으로 직각 유입하는 형태를 취하고 있는 문산천 하구에서 문산천 홍수량이 유하하지 못하여 배수영향이 가중되고 임진강의 우안이 상대적으로 높은 홍수위가 역류하고 있다고 추정되었다. 이와 같은 현상들은 평균하상고의 변화에서도 나타나듯이 문산천 하구에서 외견상 하구막힘과 같은 사주 형태가 발달하는 양상에서도 찾을 수 있었다. 결국 문산천 하구에서 수위 및 하상변동량 저감을 위한 궁극적인 대책으로서 새로운 문산천 방수로 건설 및 현 문산천 하구에서의 배수기장 도입이 필요한 것으로 분석 되었다.

  • PDF

Evolution and Changes of Coastal Topography due to Jetty Construction at Namdae River Mouth (도류제 건설 후 남대천 하구의 해안선 생성 및 변화)

  • Kim, In Ho;Lee, Seong Dae
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.28 no.3B
    • /
    • pp.315-321
    • /
    • 2008
  • Recently, in the light of environments and utilization, countermeasures to preserve beaches in coastal area are required without depending on such as jetties and breakwaters. The necessity of integrated sand management including not only coastal sediment but also sediment discharge from hinterland rivers is increased so as to establish long-term counterplan for sediment transport. In this regard, the following subjects are examined in this study; efficient ways for discharged sand to be transported from a river to the neighboring coast, the river terrace occurrence and its growth at the river delta, measures to improve storage efficiency of the discharged sand and measures to prevent the sand resources from being discharged into the deep sea during flooding. In recent, A jetty of 260 m length was constructed at Namdae River mouth in the year of 2005 as a countermeasure against the occurrence of sand-bar at river mouth and its close. In this study, a series of numerical experiments were carried out to investigate the characteristics of sediment transport and morphological change due to the construction of jetty at the entrance of Namdae River mouth. Firstly, The sand discharge from Namdae River is quantified by one-dimensional numerical analysis assuming the mixed sand of three different particle diameters. Then, in order to understand the transport behavior of the sand discharge from river and river mouth phenomena the numerical experiments were then conducted to examine the flow behaviors of river efflux and wind generated circulations in coastal area. And, after establishing the numerical model system, which predicts the sea bed changes obtained from the flux model combining with the wave propagation, wave-induced currents and sediment transport models, the sediment transport in the vicinity of Namdae River mouth is analyzed.