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Nearshore circulation system
Chang Hsien Kuo 國立交通大學土木工程學系 中華民國102年4月18日
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Surf zone (type of breakers)
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Movement of sand on the beach
Movement parallel (↔) to shoreline Caused by wave refraction (bending) Each wave transports sand either upcoast or downcoast Huge volumes of sand are moved within the surf zone The beach resembles a “river of sand”
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Wave set-up Cross-shore balance of momentum
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Wave run-up Regular wave (Miche, 1951) Irregular wave (Mase, 1989)
Surf Parameter ξ 0 = 𝒕𝒂𝒏β 𝑯 𝟎 / 𝑳 𝟎 :
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Longshore current and longshore drift
Longshore current = zigzag movement of water in the surf zone Longshore drift = movement of sediment caused by longshore current
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Nearshore circulation system
Longshore current and Rip current Depth-averaged momentum equations and continuity Eq.
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Wave induced longshore current
Longuet-Higgins (1970) Assumption: 1. Longshore homogeneity (𝑼=𝟎,𝝏𝒚=𝟎) 2.No wind forcing (Rs=0) 3. Uniform sloping bottom (d=x*tanβ)
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Wave induced longshore current
Wave forcing Bottom friction 紊流渦動滯度模式 (eddy viscosity model), Reynolds stress P: lateral mixing coefficient
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longshore current Wave forcing Slope-type
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longshore current Normalized variables and equations Special case:
p=1 (linear ratio of eddy viscosity to offshore difference) ; q=1 (uniform slope)
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Solution of Euler equations
Particular solution Eigen value
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Boundary conditions Four conditions Solution
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Boundary conditions Chang, H.K. and H.W. Hsu (1996), Longshore current on an equilibrium beach,” China Ocean Engineering, 10(2),
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Mean longshore current
longshore current at mid-surf zone is regarded as mean longshore current Komar and Inman, 1970 um : orbital velocity Komar, 1979 Hbr : root-mean-square wave breaker height Hbs : significant wave breaker height Shore protection manual, 1984 tanβ : beach slope
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Observed longshore current
Wave height and current at surf zone
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Observed cross-shore current
Four conditions
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Recent study-1 Hasaki coast of Japan
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Recent study-1 Marine climate: height and direction of wave and wind
Longshore current
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Recent study-1 Longshore current in northward or southward directions
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Recent study-1 shear stress at the bottom
Wind induced shear stress at the surface
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Recent study-1 Radiation stress And shear stress at the bottom
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Recent study-1 Longshore current of different season
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Recent study-2
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Recent study-2 Wave height variations by seven models
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Recent study-2 Longshore current by seven models
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Recent study-2 Comparison with measured longshore current
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Recent study-2 Comparison with measured longshore current for spilling breaker
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Recent study-2 Comparison with measured longshore current for plunging breaker
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Recent study-2 Comparison with measured longshore current for some cases of Leadbetter
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Recent study-2 Comparison with measured longshore current for some cases of DELII
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Recent study-2 Comparison with measured longshore current for some cases of HORS
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Recent study-2 Suggested parameters
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