TWO DIMENSIONAL NUMERICAL MODELING OF FLOW IN TRAPEZOIDAL BEND CHANNEL USING SPUR DIKE
A two-dimensional hydraulic flow model was developed using the SMS software (Surface Water Modeling System) to simulate the flow properties(thalweg line location) for meander in trapezoidal section channel, and its changes when a single emerge spur dike ...
Saeed, Samiya Ghaffar, Khassaf, Saleh I.
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Numerical Simulation of Turbulence and Flow Velocity Distribution Around the Spur Dike Using FLUENT
Spur dikes are the intersecting or transverse structures, which are projected from the river bank toward the flow axis and cause diversion and direction of the flow from the banks towards central axis of the river.
A. Safari +5 more
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EFFECTS OF RELATIVE DIKE HIGHT ON FLOW STRUCTURESIN SUBMERGED SPUR-DIKE ZONES
TOMINAGA, Akihiro +3 more
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On local scour around spur dikes
Estimation of possible maximal scour depth around the head of spur dikes is an important step in the design of spur dikes foundation. This paper briefly analyses the characteristics of flow pattern and the complex eddy structure near the head of the spur
李家春, Chan L, 刘青泉
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Changes in Channel Geomorphology and Hydraulics by Submerged Spur Dikes at a Channelized Stream
Kiheung Kim, Hyeongrae Lee, Heareyn Jung
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Design Procedures and Field Monitoring of Submerged Barbs for Streambank Protection: TR-534, June 2007 [PDF]
The main objective of this study was to evaluate the hydraulic performance of riprap spurs and weirs in controlling bank erosion at the Southern part of the Raccoon River upstream U.S. Highway 169 Bridge utilizing the commercially available model FESWMS
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EFFECTS OF INTERVAL LENGTH ON FLOW STRUCTURES AROUND SUBMERGED SPUR DIKES
TOMINAGA, Akihiro, IJIMA, Koji
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Hybrid ANFIS–PSO approach for predicting optimum parameters of a protective spur dike
In this study a new approach was proposed to determine optimum parameters of a protective spur dike to mitigate scouring depth amount around existing main spur dikes.
Ahmad, Rodina +15 more
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Submerged Thin Plate Weirs With Unequal Upstream and Downstream Beds [PDF]
This thesis describes a short study to examine the behaviour of submerged flow over a thin plate weir with differing upstream and downstream bed levels i.e. an unequal bed weir as opposed to an equal bed weir where the upstream and downstream beds are at
Nalder, Guinevere Vivianne
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Investigation of Broken Wave Dissipation Effects of Submerged Shell Dike in Front of Breakwater
In this study, the effects of a submerged shell dike in front of a breakwater on dissipating broken waves were studied. The dissipation effects of different broken wave heights and the submerged shell dike were investigated through numerical simulations.
Na Wang, Gang Wang, Xing Li, Hui Zhang
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