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Closure to “<i>Groupiness Factor and Wave Height Distribution</i>” by Hajime Mase (January, 1989, Vol. 115 No. 1)
Publisher: American Society of Civil Engineers
Random Wave Runup Height on Gentle Slope
Publisher: American Society of Civil Engineers
Abstract: An extensive series of labroatory tests were conducted and these tests led to the development of a formula to predict runup elevation of random waves on gentle, smooth and impermeable slopes, as a function of surf similarity ...
Groupiness Factor and Wave Height Distribution
Publisher: American Society of Civil Engineers
Abstract: This paper examines wave height distributions in connection with wave grouping. The relationship between the groupiness factor,
Boundary-Layer Theory for Anisotropic Seabed Response to Sea Waves
Publisher: American Society of Civil Engineers
Abstract: By employing a boundary-layer concept, the wave-induced fluctuation of pore-water pressure in an anisotropic seabed of semi-infinite depth is derived in a simple form, which contains the solution of the isotropic case. The ...
Wave Runup of Random Waves on a Small Circular Pier on Sloping Seabed
Publisher: American Society of Civil Engineers
Abstract: This study investigates runup heights of random waves on a small diameter circular pier installed on a uniform slope bottom, by laboratory experiments under various conditions of waves, bottom slopes, and installed water ...
Real-Time Prediction of Tsunami Magnitudes in Osaka Bay, Japan, Using an Artificial Neural Network
Publisher: American Society of Civil Engineers
Abstract: This study examined the validity of using an artificial neural network (ANN) to predict tsunami water levels at several locations in Osaka Bay. The metropolitan areas of Osaka Bay have short warning times for tsunamis; a ...
Wave‐Induced Effective Stress in Seabed and Its Momentary Liquefaction
Publisher: American Society of Civil Engineers
Abstract: The wave-induced vertical effective stress near seabed surface is approximately expressed by subtracting the pore-water pressure from the sum of the vertical static effective stress in calm water and the wave pressure ...
Closure to “<i>Wave‐Induced Effective Stress in Seabed and Its Momentary Liquefaction</i>” by Tetsuo Sakai, Katsuya Hatanaka, and Hajime Mase (March/April 1992, Vol. 118, No. 2)
Publisher: American Society of Civil Engineers
Erratum:
Publisher: American Society of Civil Engineers