headland bay beach and headland control
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1
headland bay beach and headland control
H. K. Chang
Coastal Engineering, 57, 76-240, 2010.
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Bay shape台東金樽海岸 :
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Bay shape宜蘭內埤海岸 :
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Bay shape廣東雙月灣海岸 :
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Definition
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Definition
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Empirical function
Coastal Engineering, 57, 124-131, 2010
Yasso (1965)— Logarithmic Spiral bay equation
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Empirical function
Hsu and Evans (1989)– Parabolic bay equation
27cases of 14 prototypes and 13 model bays
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Parabolic bay equation
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Parabolic bay equationGozanles and Medina (1997)–
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Empirical function
Noreno and Kraus (1999)--Hyperbolic tangent bay equation
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Definition
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Examples
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Examples
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Examples
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Examples
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Examples
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Uncertainty Coastal Engineering, 57, 132-151-, 2010.
22 volunteers
Bins
m=5.4
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Uncertainty Standard deviation:
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Uncertainty Coastal Engineering, 57, 132-151-, 2010.
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Uncertainty
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Uncertainty
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Uncertainty
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Further investigation Coastal Engineering, 57, 194-,202 2010.
β/θ=1,R=R0
Tan and Chiew (1994)
Derivative R w.r.t. β/θ →slope (tan β)
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Further investigation Coastal Engineering, 57, 213-,226, 2010.
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Further investigation EMPBAY:
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Further investigation Coastal Engineering, 57, 227-,240, 2010.
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Further investigation
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Further investigation
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Further investigation
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Further investigation
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Further investigation
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Further investigation Coastal Engineering, 57, 194-,202 2010.
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Further investigation Coastal Engineering, 57, 194-,202 2010.
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