Author: John P. AhrensPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 34
Book Description
Wave Runup on a 1 on 10 Slope
Author: John P. AhrensPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 34
Book Description
Wave Runup on a 1 on 10 Slope
Author: John P. AhrensPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 32
Book Description
Wave Runup on a 1 on 10 Slope
Author: Laboratory Data on Wave Run-up on Roughened and Permeable Slopes
Author: Rudolph P. SavagePublisher:
ISBN:
Category : Embankments
Languages : en
Pages : 38
Book Description
Revised Wave Runup Curves for Smooth Slopes
Author: Philip N. StoaPublisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 42
Book Description
Results of previous tests of monochromatic wave runup on smooth structure slopes were reanalyzed. The runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. A flow chart is given to assist in choosing the proper figure and in interpreting the results when applied to untested bottom slopes (i.e., bottom slopes flatter than 1 on 10). Also given are example problems and a curve for scale-effect corrections.
Reanalysis of Wave Runup on Structures and Beaches
Author: Philip N. StoaPublisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 140
Book Description
Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.
Shore Protection Manual
Author: Coastal Engineering Research Center (U.S.)Publisher:
ISBN:
Category : Beach erosion
Languages : en
Pages : 568
Book Description
Maximum Periodic Wave Runup on Smooth Slopes
Author: Todd L. WaltonPublisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 26
Book Description
Periodic wave runup data on smooth structure slopes are reanalyzed in a unified format that allows maximum relative runup to be estimated for coastal structures with slopes ranging from mild to steep. A method to predict the limiting wave relative runup is proposed. The method has essentially two elements, a modified surf parameter that allows consideration of steep structure slopes and a limiting value of relative runup that provides a logical envelope for the runup of nonbreaking waves. Considerable data are shown in a unified format that gives a clear idea of the predictive ability of the method.
Technical Report - U.S. Army, Corps of Engineers, Coastal Engineering Research Center
Author: Coastal Engineering Research Center (U.S.)Publisher:
ISBN:
Category :
Languages : en
Pages : 612
Book Description
Technical Memorandum
Author: United States. Beach Erosion BoardPublisher:
ISBN:
Category : Beach erosion
Languages : en
Pages : 1070
Book Description