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Author: Philip N. Stoa Publisher: 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.
Author: Philip N. Stoa Publisher: 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.
Author: John P. Ahrens Publisher: ISBN: Category : Languages : en Pages : 27
Book Description
The results of several laboratory studies have been used to develop a method to estimate the wave runup and rundown on plane, smooth slopes caused by irregular wave action. Curves and equations are presented which can be used to compute the 2-percent runup, significant runup, mean runup, and approximate lower limit of rundown. A procedure is suggested for adapting the smooth-slope results to wave runup on rough and porous slopes. Example problems illustrate the use of the material presented. (Author).
Author: Philip N. Stoa Publisher: 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.
Author: Todd L. Walton Publisher: 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.
Author: Philip N. Stoa
Author: Philip N. Stoa
Author: Philip N. Stoa
Author: John P. Ahrens
Author: Philip N. Stoa
Author: John P. Ahrens
Author: Todd L. Walton
Author: Philip N. Stoa
Author: Philip N. Stoa
Author: 
Author: Philip N. Stoa