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Studying inertia effects in open channel flow using Saint-Venant equations
Dong-Sin Shih
, Gour Tsyh Yeh
土木工程學系
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引文 斯高帕斯(Scopus)
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Engineering
Simulation Result
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Transients
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One Dimensional
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Step Size α
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Momentum Equation
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Benchmark Problem
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Application Field
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Algebraic Equation
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Open Channel Flow
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Inertia Effect
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Boundary Condition
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Method of Characteristics
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Keyphrases
Saint-Venant Equations
100%
Open Channel Flow
100%
Inertia Effect
100%
Dynamic Wave
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Kinematic Wave
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Wave Diffusion
40%
Diffusion Wave
40%
Inertia
20%
Physical Characteristics
20%
Central Taiwan
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Pressure-induced
20%
Governing Equation
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Momentum Equation
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Algebraic Equation
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Benchmark Problems
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Approximation Results
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NavierStokes Equations
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Streamflow
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Hydrograph
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Wave Dynamics
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Wave Approach
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Computer Model
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Fully Dynamic
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Characteristics Method
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Cross-sectional Geometry
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Diffusion Dynamics
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Wave Flow
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Downstream Boundary Condition
20%
Large Time Steps
20%
Friction-induced
20%
Non-prismatic
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Acceleration Term
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Kinematic Wave Approximation
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Mass Continuity
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Momentum Loss
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Mathematics
Hydrograph
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Algebraic Equation
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Time Step Size
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Momentum Equation
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Channel Flow
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Stream Flow
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Boundary Condition
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