• Title/Summary/Keyword: meandering river

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Flow Simulation in a Meandering Channel using a 2-dimensional Numerical Model (이차원 수치모형을 이용한 사행하도 흐름모의)

  • Lee, Haegyun;Lee, Namjoo
    • The Journal of the Korea Contents Association
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    • v.13 no.5
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    • pp.485-492
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    • 2013
  • The point sand bars of Hahoi Village on Nakdong River have undergone considerable changes including fluvial and vegetation characteristics due to flood regulation by the dams constructed upstream. In this study, the numerical fluvial/sediment and water quality model, KU-RLMS, is applied to the aquatic area near Hahoi Village (middle/upper region of the Nakdong River) for clarifying the mechanisms of changes in hydraulic and aquatic characteristics. The fixed-bed hydraulic experiment was carried out for horizontal two-dimensional numerical model. The numerical simulation reveals that flow is accelerated near the left bank of Booyongdae downstream of the Hahoi Village area. Circulatory flow pattern was observed at the right bank downstream of Hahoi Village. The simulation was in good agreement with the hydraulic/physical experiment. For the discharge of design flood, at the area of circulatory flow pattern, the superelevation of about 1.0 m at the right bank was predicted compared to the left bank of high flow velocity, which is also in good agreement with hydraulic experiment.

The Geomorphological Features of Dongcheon-gugok in the Eastern Part of Gyeongsang Province (경상좌도 동천구곡의 지형적 특성)

  • KEE, Keun-Doh
    • Journal of The Geomorphological Association of Korea
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    • v.15 no.2
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    • pp.95-109
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    • 2008
  • This work is to describe the geomorphological features of Dongcheon-gugok in the Eastern Part of Gyeongsang Province, and attempt to develop a basic data for traditional natural heritage. The bedrocks of the study area is typically sedimentary rocks of Gyeongsang Series. Dongcheon-gugok in the study area is almost distributed in the valley of Taebaek Mountain range in Gyeongbuk Province. These valleys almost belong to tributaries of Nakdong River, and are characterized by narrow meandering valley in the moutainous region. Dongcheon-gugok in the study area is located in these valleys with steep slopes or rocky cliffs. And there are pools, point-bar with sands and gravels, riffles, etc in the river valley. Ancesters named these landscape with Jeolbyuk(rocky cliff), Bong(peak), Dam(pool), Tan(ripple), Cheonsa(point-bar), Pok(waterfall), Dae(hill), etc.

A Prediction Model of Transverse Bed Slope in Meandering Rivers (사행하천(蛇行河川)의 횡방향(橫方向) 하상경사(河床傾斜)의 예측모형(豫測模型))

  • Hong, Chang Sun;Chung, Yong Tai
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.11 no.4
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    • pp.81-89
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    • 1991
  • An interesting property of meandering river patterns is that they slowly deform, as bank erosion on one side of a channel and deposition on the other side result in the location of the channel. In this study we used a sine-generated meander pattern proposed by Langbein and Leopold(1966) to develop a solution of a linear, second-order differential equation of transverse bed slope(bed topography) proposed by Odgaard(1986). A new model for transverse bed slope(bed topography), that accounts for the phase lag and the influence of the width to depth aspect ratio, was developed in this study and compared with results of field measurements.

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Floodwave Propagation in Sinuous Channel with Compound Cross Sections (사행도를 가진 복합단면 하도에서의 홍수파특성)

  • Park, Jae-Hong;Han, Kun-Yeun;Cho, Hong-Je
    • Water for future
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    • v.27 no.4
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    • pp.95-104
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    • 1994
  • The sinuosity model has been developed to simulate to developed to simulate the floodwave in meandering channels by solving the extended Saint-Venant equation with the Preissmann scheme. The suggested model is compared with three conventional floodplain routing methods in terms of governing equations, mass conservation error and floodwave analysis. The sinuosity model produces the mass conservation error of 1.5-1.8%, however the separate channel model produces 9.1% and 27.4% for sinuosity of 1.5 and 2.0, respectively. The model has been used to simulate flow in an idealized meandering river with a floodplain. The attenuation ratio and the travel time ratio are found to increase as the floodplain roughness and width increase and as the sinuosity factor decreases. The model is expected to contribute the floodwave analysis in sinuous channel with compound corss sections.

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A Study on the Characteristics of Channel Line (유심특성에 관한 연구)

  • Mun, Su-Nam;Lee, Jong-Nam
    • Journal of Korea Water Resources Association
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    • v.30 no.1
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    • pp.15-22
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    • 1997
  • The flow in meandering channel has a great influence on curved bank revetment in river morphology. It is difficult to state generalized cirteria for channel improvement applicable to any paricular river. But it is very important to provide some principles and guidelines for design engineers. The objective of this experimental study in fixed bed model is to povide effective data that find out maximum velocity size by the mean velocity and the radius of curvature in curved channel, for the purpose of improving small stream without hydraulic modeling test each time.

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Effect of Stream Channel Naturalness on Aquatic Ecological Health in the Han River, South Korea (한강권역 내 하도 자연성이 어류 건강성에 미치는 영향)

  • Kim, Hyunji;Noh, SeongYu;Jeong, Hyun-Gi;Moon, Jeongsuk;Shin, Yuna;Lee, Kyung-Lak;Lee, Su-Woong;Lee, Jae-Kwan
    • Korean Journal of Ecology and Environment
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    • v.51 no.4
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    • pp.311-321
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    • 2018
  • The purpose of this study is to investigate effect of stream channel naturalness on ecological health by using environmental factors and Fish Assessment Index (FAI) in the Han River of South Korea. These samples and data have been released from the research project titled Stream/River Ecosystem Survey and Health Assessment, which was conducted in 444 sites in the Han river watershed from 2008 to 2016. All samples were classified into five groups according to a degree of morphological changes of stream. Water chemistry analyses indicated a decline in water quality by decreasing stream channel naturalness, it is assumed that channelized stream was vulnerable to aquatic pollution compared to the natural meandering stream. In the result of frequency of dominant species, sensitive species and insectivore such as Zacco koreanus, Rhynchocypris kumgangensis and Pungtungia herzi were frequently dominated in the natural meandering stream while tolerant species and omnivores such as Carassius auratus and Cyprinus carpio were more dominated in the channelized streams. The FAI in the channelized stream shows decline to average of $46{\pm}25$ compared with that of the natural meandering stream ($80{\pm}20$). The decrease in FAI was highly influenced by changes in matrixes of fish assemblage structure such as number of sensitive species (M3), portion of omnivores (M5) and insectivores (M6). Moreover, annual average FAIs from 2008 to 2016 were significantly correlated with water chemistry, especially TN, TP and BOD ($r^2=0.59$, p<0.0001). Taken together, all the results suggest that the stream channelization could negatively impact on the water quality and fish assemblage structure, leading to degradation in aquatic ecosystem health.

Estimation of fractal dimension for Seolma creek experimental basin on the basis of fractal tree concept (Fractal 나무의 개념을 기반으로 한 설마천 시험유역의 Fractal 차원 추정)

  • Kim, Joo-Cheol;Jung, Kwan Sue
    • Journal of Korea Water Resources Association
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    • v.54 no.1
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    • pp.49-60
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    • 2021
  • This study presents a methodology to estimate two distinct fractal dimensions of natural river basin by using fractal tree concept. To this end, an analysis is performed on fractal features of a complete drainage network which consists of all possible drainage paths within a river basin based on the growth process of fractal tree. The growth process of fractal tree would occur only within the limited drainage paths possessing stream flow features in a river basin. In the case of small river basin, the bifurcation process of network is more sensitive to the growth step of fractal tree than the meandering process of stream segment, so that various bifurcation structures could be generated in a single network. Therefore, fractal dimension of network structure for small river basin should be estimated in the form of a range not a single figure. Furthermore, the network structures with fractal tree from this study might be more useful information than stream networks from a topographic or digital map for analysis of drainage structure on small river basin.

A Study on the Expansion Process of Vegetation on Sand-bars in Fluvial Meandering Stream (충적하천 사행하도에 발달한 사주에서의 식생형성 과정에 관한 연구)

  • Lee, Sam-Hee;Ock, Gi-Young;Choi, Jung-Kwon
    • Korean Journal of Environment and Ecology
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    • v.22 no.6
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    • pp.658-665
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    • 2008
  • One of the characteristics of fluvial river channel with sand bed-material is the existence of movable sand bars not occupied with vegetation. However, sand bars at the Hahoe's reach of the Nakdong River showing a double-meandering channel has been changed into expanding vegetation area. Moreover, sand material, in recent years, has stopped moving to downstream in channel and the number and area of bare bars which did not occupied by vegetation have been decreased. In order to find out the mechanism, we carried out the channel characteristics surveys such as hydro-geomorphologic, soil physio-chemical and vegetation surveys were conducted twice on autumn season in 2005,2006. The results so far achieved showed that the reduced discharge of transported sediment and duration of dry season might be critical factors for the spread of luxuriant vegetation. The vegetation area was significantly expanded by floods exceeding the subsequent dominant flow discharge. Furthermore, the expansion of vegetation area was highly correlated with the supply of organic matter, nutrients and alteration of soil texture by sediment deposition during the flooding event.

Variation of Bird Community after Implementation of Close-to-Nature River Improvement Techniques in the Yangiae Stream (양재천에서 자연형 하천공법적용에 의한 조류(鳥類)군집의 변화)

  • Kim, Jung-Soo;Chae, Jin-Hwak;Koo, Tae-Hoe
    • Korean Journal of Ecology and Environment
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    • v.36 no.1 s.102
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    • pp.74-82
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    • 2003
  • This study was carried out to understand how the bird community would change in a stream ecosystem after implementation of close-to-nature river improvement techniques conducted on the Gwacheon, Seocho and Hakyeul reaches in the Yangiae Stream, 'Seoul. At the Gwacheon reach, the number of species and individuals tended to decline. However, at the Seocho reach, the number of species was increased while the number of individuals appeared to be not changed greatly. Especially, density of Dabbling Ducks were rapidly increased. At the Hakyeul reach was both the number of species and the number of individuals were increased. Density of Herons and Dabbling Ducks rose, while density of Wagtails was decreased suddenly. Except the Gwacheon reach, the survey areas were gradually improved in species richness and density after the construction of river improvement. We suggested that the naturally-formed meandering (channel) bar, restoration of riparian vegetation and artificial ponds were helpful for birds habitation, however bicycle path constructed in flood plain was negative.

Two Dimensional Analysis on Inundated Flow in Floodplain (홍수터에서의 범람 홍수류에 의한 2차원 수치모의)

  • Han, Geon-Yeon;Jeong, Jae-Hak;Lee, Eul-Rae
    • Journal of Korea Water Resources Association
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    • v.33 no.4
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    • pp.483-493
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    • 2000
  • Two dimensional finite element model, RMA, is used to simulate flood inundation phenomena from main channel to floodplain. The marsh porosity method allows finite elements to simulate gradual transition between wet and dry states. The model is applied to prismatic trapezoidal channel to test the applicability of wetting and drying. The floodwave in a river which meanders through a floodplain is also analyzed. The short-circuiting effects, in which the flow leave the meandering main channel and takes a more direct route on the floodplain, are analyzed with various sinuosity factor and roughness coefficients. Finally, the model is applied to the midstream of the Keum River. Wet/dry calculation can simulate the various discharge condition with the same finite element networks.

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