Academic literature on the topic 'Sharp River Bends'

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Journal articles on the topic "Sharp River Bends"

1

Ottevanger, W., K. Blanckaert, and W. S. J. Uijttewaal. "Processes governing the flow redistribution in sharp river bends." Geomorphology 163-164 (August 2012): 45–55. http://dx.doi.org/10.1016/j.geomorph.2011.04.049.

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2

Tritthart, M., and D. Gutknecht. "3-D computation of flood processes in sharp river bends." Proceedings of the Institution of Civil Engineers - Water Management 160, no. 4 (2007): 233–47. http://dx.doi.org/10.1680/wama.2007.160.4.233.

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3

Zhao, Shui-Xia, Wen-Jun Wang, Xiao-Hong Shi, et al. "Freeze-Up Ice Jam Formation in the River Bend, a Case Study on the Inner Mongolia Reach of Yellow River." Crystals 11, no. 6 (2021): 631. http://dx.doi.org/10.3390/cryst11060631.

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Concern has been expressed regarding the impacts of climate change on river ice and ice jam formation in cold regions. Ice jams are easily initiated in bends and narrow channels and cause disasters. In this study, observations and remote sensing monitoring are used to study the freeze-up ice jam formation of bends. Sediment transport and freezing process of the river interact, influencing bed changes profile and sedimentary budget. River ice processes, channel evolution, ice hydro-thermodynamics, and ice jam accumulation are explored. The results show that the channel topography determines the river thalweg, and that the channel elevation interacts with the river ice through sediment transport. The channel shrinkage increases the probability of ice jam, and the sharp bend is prone to ice jam formation. Under the effect of secondary circulation flow in the bend and in the outer bank, the juxtaposed freeze-up and the hummocky ice cover occur in the same location, and frazil ice accumulates under the junction of the main channel and the shoals. Affected by the increase of the hydraulic slope and the velocity downstream, open water reaches develops downstream of the ice accumulation. An open water section is emerged upstream of the bend, due to the ice deposition, and partly cut-off supply of the frazil.
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4

Kranenburg, Wouter M., W. Rockwell Geyer, Adrian Mikhail P. Garcia, and David K. Ralston. "Reversed Lateral Circulation in a Sharp Estuarine Bend with Weak Stratification." Journal of Physical Oceanography 49, no. 6 (2019): 1619–37. http://dx.doi.org/10.1175/jpo-d-18-0175.1.

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AbstractAlthough the hydrodynamics of river meanders are well studied, the influence of curvature on flow in estuaries, with alternating tidal flow and varying water levels and salinity gradients, is less well understood. This paper describes a field study on curvature effects in a narrow salt-marsh creek with sharp bends. The key observations, obtained during times of negligible stratification, are 1) distinct differences between secondary flow during ebb and flood, with helical circulation as in rivers during ebb and a reversed circulation during flood, and 2) maximum (ebb and flood) streamwise velocities near the inside of the bend, unlike typical river bend flow. The streamwise velocity structure is explained by the lack of a distinct point bar and the relatively deep cross section in the estuary, which means that curvature-induced inward momentum redistribution is not overcome by outward redistribution by frictional and topographic effects. Through differential advection of the along-estuary salinity gradient, the laterally sheared streamwise velocity generates lateral salinity differences, with the saltiest water near the inside during flood. The resulting lateral baroclinic pressure gradient force enhances the standard helical circulation during ebb but counteracts it during flood. This first leads to a reversed secondary circulation during flood in the outer part of the cross section, which triggers a positive feedback mechanism by bringing slower-moving water from the outside inward along the surface. This leads to a reversal of the vertical shear in the streamwise flow, and therefore in the centrifugal force, which further enhances the reversed secondary circulation.
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5

Vermeulen, B., A. J. F. Hoitink, S. W. van Berkum, and H. Hidayat. "Sharp bends associated with deep scours in a tropical river: The river Mahakam (East Kalimantan, Indonesia)." Journal of Geophysical Research: Earth Surface 119, no. 7 (2014): 1441–54. http://dx.doi.org/10.1002/2013jf002923.

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6

Xia, Junqiang, Qingrong Jiang, Shanshan Deng, et al. "Morphological characteristics and evolution processes of sharp bends in the Lower Yellow River." CATENA 210 (March 2022): 105936. http://dx.doi.org/10.1016/j.catena.2021.105936.

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7

Hamidifar, Hossein, Alireza Keshavarzi, and Paweł M. Rowiński. "Influence of Rigid Emerged Vegetation in a Channel Bend on Bed Topography and Flow Velocity Field: Laboratory Experiments." Water 12, no. 1 (2019): 118. http://dx.doi.org/10.3390/w12010118.

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Trees have been used extensively by river managers for improving the river environment and ecology. The link between flow hydraulics, bed topography, habitat availability, and organic matters is influenced by vegetation. In this study, the effect of trees on the mean flow, bed topography, and bed shear stress were tested under different flow conditions. It was found that each configuration of trees produced particular flow characteristics and bed topography patterns. The SR (single row of trees) model appeared to deflect the maximum velocity downstream of the bend apex toward the inner bank, while leading the velocity to be more uniformly distributed throughout the bend. The entrainment of sediment particles occurred toward the area with higher values of turbulent kinetic energy (TKE). The results showed that both SR and DR (double rows of trees) models are effective in relieving bed erosion in sharp ingoing bends. The volume of the scoured bed was reduced up to 70.4% for tests with trees. This study shows the effectiveness of the SR model in reducing the maximum erosion depth.
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8

KANG, Taeun, Ichiro KIMURA, and Yasuyuki SHIMIZU. "STUDIES ON RIVER FLOWS AT SHARP BENDS WITH A WEAK SECONDARY FLOW USING 2D AND 3D CFD MODELS." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 73, no. 4 (2017): I_613—I_618. http://dx.doi.org/10.2208/jscejhe.73.i_613.

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9

Spicer, Preston, and Kimberly Huguenard. "Observations of Near-Surface Mixing Behind a Headland." Journal of Marine Science and Engineering 8, no. 2 (2020): 68. http://dx.doi.org/10.3390/jmse8020068.

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Field observations were collected near the mouth of the Bagaduce River, Maine, in order to understand how complex features affect the intratidal and lateral variability of turbulence and vertical mixing. The Bagaduce River is a low-inflow, macrotidal estuary that features tidal islands, tidal flats and sharp channel bends. Profiles of salinity, temperature, and turbulent kinetic energy dissipation (ε) were collected for a tidal cycle across the estuary with a microstructure profiler. Lateral distributions of current velocities were obtained with an acoustic doppler current profiler. Results showed intratidal asymmetries in bottom-generated vertical eddy diffusivity and viscosity, with larger values occurring on ebb (Kz: 10−2 m2; Az: 10−2 m2/s) compared to flood (Kz: 10−5 m2/s; Az: 10−4 m2/s). Bottom-generated mixing was moderated by the intrusion of stratified water on flood, which suppressed mixing. Elevated mixing (Kz: 10−3 m2; Az: 10−2.5 m2/s) occurred in the upper water column in the lee of a small island and was decoupled from the bottom layer. The near-surface mixing was a product of an eddy formed downstream of a headland, which tended to reinforce vertical shear by laterally straining streamwise velocities. These results are the first to show near-surface mixing caused by vertical vorticity induced by an eddy, rather than previously reported streamwise vorticity associated with lateral circulation.
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10

Mayomi, Ikusemoran, John Abdullahi, and Anthony Dami. "Terrain Analysis of Biu Plateau, for Road Transport Development, Borno State, Nigeria." Journal of Geography and Geology 6, no. 2 (2014): 28. http://dx.doi.org/10.5539/jgg.v6n2p28.

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Among all the means of transportation, road has been described as the most important, probably because of its flexibility and its low cost in terms of construction, maintenance and usage. However, in Nigeria, road is considered to be the most dangerous means of transportation because of their bad nature such as sharp bends, narrow bridges, steep slopes and other related problems which are associated with the terrain where these roads are constructed. Road transportation therefore needs proper planning and development through the use of geo-information technologies that would ease accessibility reduces human energy and yet brings reliable and accurate information on the terrain. In this paper, Ilwis 3.5 was used to create Digital Elevation Modelling (DEM), Shadowing, 3-Dimentional View, Slope maps and river direction maps of Biu plateau to analyze the use of GIS on road planning and development on the plateau. It was revealed that the technique has great capabilities of terrain analysis as features which are deemed humanly impossible to assess are viewed as if one is at the scene which may enhance quick analysis on road transportation. It was therefore, recommended that all the stake holders in road transportation should employ the use of this geo-information techniques in terrain analysis to ease transport planning and development in the area.
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