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Discussion of “<i>Energy Expenditure in Curved Open Channels</i>” by Howard H. Chang (July, 1983)
Publisher: American Society of Civil Engineers
On the Highest Periodic Short‐Crested Wave
Publisher: American Society of Civil Engineers
Abstract: The wave motion in the vertical planes containing the loci of free surface elevation peaks in a periodic short‐crested wave, synthesized as the sum of two component waves, is exactly two‐dimensional. It is shown that the ...
Duration of Measurements and Long‐Term Wave Statistics
Publisher: American Society of Civil Engineers
Abstract: Small sample size and high sample variability go hand in hand in statistical analyses. In this study, the uncertainties in extrapolations of wave heights from small‐size samples to large return‐intervals are investigated ...
Closure to “<i>Wave Statistical Uncertainties and Design of Breakwater</i>” by Bernard Le Mehaute and Shen Wang (September, 1985)
Publisher: American Society of Civil Engineers
Wave Statistical Uncertainties and Design of Breakwater
Publisher: American Society of Civil Engineers
Abstract: A method is developed in which an optimum design of breakwaters s achieved by taking into account wave climatological uncertainties and he potential maintenance risk as function of these uncertainties. Wave climatological ...
Wave Data Discretization for Shore Line Processes
Publisher: American Society of Civil Engineers
Abstract: The use of synoptic atlases of wave climatologies for determining shore line evolution is examined critically. It is concluded that the fineness of discretization of wave height is not too important, as long as energy is ...
Closure to “<i>Wave Data Discretization for Shore Line Processes</i>” by Bernard Le Mehaute, John D. Wang, and Chia‐Chi Lu (February, 1983)
Publisher: American Society of Civil Engineers
Boundary Integral Equation Method for Limit Surface Gravity Waves
Publisher: American Society of Civil Engineers
Abstract: A numerical solution to periodic nonlinear irrotational surface gravity waves on a horizontal sea floor is developed using an iterative Boundary Integral Equation Method (BIEM). This solution technique is subsequently ...
Data Base of Maximum Sea States During Hurricanes
Publisher: American Society of Civil Engineers
Abstract: A simple method is developed for calculating a data base of maximum sea states at a given location in deep water under hurricane conditions. The long‐term statistics of maximum sea states under hurricane conditions can ...
Long‐Term Statistics of Maximum Sea States During Hurricanes
Publisher: American Society of Civil Engineers
Abstract: A method is developed to estimate the statistics of the maximum sea states at a given location under hurricane conditions. The method is based on the statistics of hurricane parameters on record in the area near the location ...