• Title/Summary/Keyword: River bed lake

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Seasonal Changes of the Phytoplankton Community at Jangjwa Lake, a Natural River Bed Lake in the Imjin River (임진강 수역의 자연 하적호 장좌못에서 식물플랑크톤 군집의 계절적 변화)

  • Yoon, Sook-Kyung;Lee, Kyung
    • Korean Journal of Ecology and Environment
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    • v.35 no.2 s.98
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    • pp.103-110
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    • 2002
  • Seasonal changes of the phytoplankton community was investigated from July 2000 to April 2001 at the river bed lake, Jangjwa Lake in the Imjin River, which appeared to be the most natural condition. A total of phytoplankton were composed of 112 taxa, belonging to 5 divisions,83 species, 10 varieties,1 variety-form, 1 form and 17 unidentified species. Of those, the green algae and the diatoms were present during the investigation periods more frequently then the other taxa. The phytoplantton standing crops varied from $2,943{\times}10^3\;cells/l$ on April 2001 to $5,742{\times}10^3\;cells/l$ on January 2001. The phytoplankton standing crops had a continuous high value over $3,000{\times}10^3\;cells/l$ during the investigated periods and showed the highest value during winter period. The major dominant species were Aulacoseira granulata, Chlamydomonas nivalis v. kobayasii, Dinobryon sertularia, Mougeotia so. and Uroglenopsis americana. Among those, Chlamydomonas nivalis v. kobayasii was a major dominant species during winter period.

Treatment of Pollutants in Free Water Surface Constructed Wetlands with Lotus (Nelumbo nucifera) Cultivation Pond (연 재배지를 활용한 자유수면형 인공습지의 수질정화효율)

  • Han, Myung-Ja;Seo, Dong-Cheol;Kang, Se-Won;Lee, Yong-Chol;Bang, Seok-Bae;Chae, Jung-Heon;Kim, Kap-Soon;Park, Jong-Hwan;Chang, Nam-Ik;Heo, Jong-Soo;Cho, Ju-Sik
    • Journal of Applied Biological Chemistry
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    • v.53 no.4
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    • pp.232-238
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    • 2010
  • In order to investigate the treatment efficiency of pollutants in free water surface constructed wetlands (FWS CWs) with lotus (Nelumbo nucifera) cultivation pond, the experiment was consisted of two sites (site I and II) in Lake Juam, Korea. The sites were configured a lotus cultivation pond (with fertilizer application) - a dropwort bed - a reed bed for site I, and a lotus cultivation pond (without fertilizer application) - a dropwort bed - a reed bed for site II. Removal rate of COD in site I and II were 13.3% and 26.0%, respectively. Removal rate of total nitrogen (TN) was 29.7% for site I, and 36.3% for site II. Removal rate of total phosphorus (TP) in site I and II were 36.0% and 36.5%, respectively. COD, TN and TP in effluent from site I (with fertilizer) was higher than that in site II (without fertilizer), showing that COD, TN and TP in effluent were strongly influenced by fertilizer addition. Therefore, in order to satisfy established water-quality standards, the amount of fertilizer used in lotus cultivation showed be evaluated.

Numerical Simulation for River Safety of Saemangeum Basin according to Master Plan (새만금 종합개발계획에 따른 새만금 유역 치수 안전성 수치모의)

  • Jeong, Seok il;Yoo, Hyung Ju;Ryu, Kwang Hyun;Lee, Seung Oh
    • Journal of the Korean Society of Safety
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    • v.33 no.5
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    • pp.127-133
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    • 2018
  • The Saemangeum master plan includes dredging and waterproofing materials, construction projects that can change the hydraulic characteristics of the Saemangeum and Mangyeong and Dongjin River basins. In this study, the river safety of 2030 when the Saemangeum master plan was completed for 100 year frequency, 500 year frequency and 100 year frequency applied RCP 8.5 scenario was examined using Delft3D. As a result of the analysis, it was confirmed that there was no overflowing point at the 100 year frequency, but the difference between the flood level and the river bank elevation was relatively small at the curved and river joint part. At the 100-year frequency with the 500-year frequency and the RCP 8.5 scenario, the possibility of overflowing at several locations was confirmed. The possibility of river bed loss due to fast velocity appears in the upstream part of Mankyung River and it is necessary to monitor the safety of hydraulic structures continuously. In addition, it is expected that the expansion of the area showing the characteristics of the lake due to dredging will affect the sediment mechanism and water quality, so detailed and diverse studies will be needed.

Application of Depth-Integrated Two-Dimensional Sediment Transport Model (수심적분 이차원 유사이동모형의 적용)

  • 이남주;최흥식
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.11 no.2
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    • pp.127-133
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    • 1999
  • The MOSU model, a depth-averaged two-dimensional sediment transport model, is applied to simulate the bed level changes before and after dock construction in Daemyung site. The model is a semi¬coupled finite difference model that can be applied to a river, a reservoir, a lake, estuaries, or coastal regions, The model is able to simulate the transport of fine sand, silt, and clay. The model parameters are estimated by qualitative calibration. A prediction result of the numerical model shows that the bed level changes due to dock construction are little.

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Analysis of Hydraulic Characteristics using SMS RMA2 and SED2D Model in the Downstream of Gyeongan-Cheon (SMS를 이용한 경안천 하류구간의 하천흐름 분석)

  • Hong, Seong-Min;Jung, In-Kyun;Kim, Seong-Joon
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.519-522
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    • 2003
  • The purpose of this study is to analyze various hydraulic characteristics using SMS (Surface Water Modelling System) RMA2 model. It is based on 2-D finite element method. River reaches (13.8km) from Gyeongan gauge station to the inlet of Paldang lake was selected. Finite element was made by RIMGIS Data, and the analysis of river-changes was operated by unsteady flow. The sediment concentration and bed change was simulated using SED2D model.

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Analysis of Hydraulic Characteristics Using SMS RMA2 and SED2D Model in the Downstream of Gyeongan-Cheon (SMS를 이용한 경안천 하류구간의 하천흐름 분석)

  • Hong, Seong-Min;Jung, In-Kyun;Lee, Joon-Woo;Kim, Seong-Joon
    • Journal of the Korean Association of Geographic Information Studies
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    • v.7 no.1
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    • pp.94-104
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    • 2004
  • The purpose of this study is to analyze various hydraulic characteristics using SMS (Surface Water Modeling System) RMA2 model. It is based on 2-D finite element method. River reaches (13.8km) from Gyeongan gauge station to the inlet of Paldang lake was selected. Finite element was made by RIMGIS Data, and the analysis of river-changes was operated by unsteady flow. The sediment concentration and bed change was simulated using SED2D model. This River's velocity was distributed that 0.05~3.85m/s and bed change was changed about 0.0003~0.0135m.

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Geomorphic Processes of the Terraces at Lower Reach of Yeongpyeong River in Chugaryeong Rift Valley, Central Korea (추가령 열곡 영평천 하류 단구지형의 형성과정)

  • Lee, Min-Boo;Lee, Gwang-Ryul;Kim, Nam-Shin
    • Journal of the Korean Geographical Society
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    • v.40 no.6 s.111
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    • pp.716-729
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    • 2005
  • In the Yeongpyeong River, one of the branches of Hantan River, there 4 fluvial terraces are identified. During the Quaternary, lava flow from Hantan River had gone 4.5km into upstream Part of the Yeongpyeong River and damed its entrance, and resultantly its lower basin had become a lava-damed paleolake. This study deals with fluvial terrace surface classification, stratigraphic analysis, deposits analysis, and OSL age dating in from Gungpyeongri to Seongdongri in lower reach of Yeongpyeong River, in order to identify Seomorphological Process of the terrace landforms relating to duration of lava-damed paleolake. Terrace surface T4, named Baekeuiri Formation, has been located under Jeongok lava layer to indicate pre-lava river bed. Terrace surfaces T3 and T2 are supposed to be formed during paleolake time, based on $3{\~}4m$ thick sand deposits including pebble and cobble layers, and clay and silt layers intersected with sand ones in nearly horizontal bedding. Terrace T1 is estimated to be formed as post-lake fluvial terrace after dissection of lava dam, based on the more fresh phase of deposits and very low height from present riverbed. The results of the OSL age dating for the T3 deposit layers indicate approximately $33{\~}40ka$, and still lake phase at that time.

Application of QUAL2E Model for Water Quality Simulation of Hoengseong Lake (횡성호 수질모의를 위한 QUAL2E 모형의 적용)

  • Kim, Sangho
    • Journal of Korean Society on Water Environment
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    • v.25 no.5
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    • pp.651-660
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    • 2009
  • Detailed flow analysis in river is essential to increase the accuracy of water quality simulation since flow variation depends on many factors such as cross sections, channel slopes, and bed materials. In the QUAL2E stream water quality simulation model, the hydraulic coefficients are assigned to the reach that is collection of computational element using the hydraulic coefficient. This study developed a module that can incorporate the results of non-uniform flow analysis and assign such information to each individual element. Model application focused on the upstream of the Hoengseong reservoir including the reservoir where significant flow change is expected. Comparing with original QUAL2E model the developed module improved the result of water quality simulation without considering the relation of flow velocity and flow depth in terms of flow rates.

A Study on the Creating and Utilizing the Green Space in Tokyo -focusing on city parks- (동경의 녹지공간 조성과 그 운용에 관한 연구 -도시공원을 중심으로-)

  • 이현욱
    • Journal of the Korean Geographical Society
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    • v.34 no.3
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    • pp.247-264
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    • 1999
  • In this study, I investigate how city parks have been created, and what are some characteristics of the location and function of 69 city parks in Tokyo. The city parks in Tokyo have been made in three patterns. The first is planned parks which have been created as a urban facilities considering the scales and types. The second is memorial parks which have been made to memorialize the national monumental event or to preserve natural and cultural resources. The third is public property parks which have been made by occurrence of public vacant land which is resulted from the grant of Royal Garden, restoration of public rented ground, producton of reclaimed land, utilization of dry river bed. The city parks can be classified in five patterns according to distance from CBD and park area. The first is central parks which have historical characteristics strongly. The second is planned parks that are specialized functionally. The third is large scale urban edge parks which are located in the edge of 23-Gu(district) in Tokyo. The fourth is hill parks which have natural characteristics strongly. The fifth is waterside parks that are located along a lake, a pond, a river, or artificial waterside facilities. From this study I have found out that a great effort has been made to activate the utilization of parks for residents in Tokyo, through mnagement goals and ways of parks, composition and chatacteristics of park facility resources, various Events, residents participation in undertaking of parks.

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