By Robert M. Sorensen
This text/reference is the one one in every of its type to supply the fundamentals on floor wave mechanics and coastal tactics in addition to the basics of coastal engineering research and layout. It additionally offers the mandatory heritage from which the reader can pursue a extra complicated research of a few of the theoretical and utilized elements of coastal hydromechanics and coastal engineering layout. This vintage text/reference deals senior and starting post-graduate scholars in civil and mechanical engineering or the actual and environmental sciences a well-rounded creation to coastal engineering. Engineers and actual environmental scientists who've now not had the chance for formal research in coastal engineering, yet wish to familiarize yourself with the topic, also will take advantage of this well timed source. This vintage text/reference bargains senior and starting post-graduate scholars in civil and mechanical engineering or the actual and environmental sciences a well-rounded creation to coastal engineering.
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Additional info for Basic Coastal Engineering
At the deep and shallow water limits we have, cosh k(d þ z) ¼ ekz (deep water) cosh kd ¼ 1(shallow water) (2:33) Thus, from the small-amplitude wave theory, in deep water there is also an exponential decay in the dynamic pressure with distance below the still water line. 5 (2:34) Energy, Power, and Group Celerity An important characteristic of gravity waves is that they have mechanical energy and that this energy is transmitted forward as they propagate. It is important to be able to quantify this energy level and the rate of energy transmission (energy Xux or power) for a given wave height and period and water depth.
4 hours, estimate the peak Xood tidal Xow velocity at this location in the river. 14. Consider the conditions given in Problem 13. 1 m estimate the tide range and peak Xood tidal Xow velocity. 15. 30 m high. 5 m and the wave period is 2 s. How high is this wave 8 s later? 16. Consider a 1 m high, 4 s wave in water 5 m deep. Plot suYcient velocity potential lines to deWne their pattern and then sketch in orthogonal streamlines. 17. 1 m and a period of 9 s shoaling on a 1:50 slope without refraction.
PH sinh k(d þ z) cos kx sin st; w¼ T sinh kd (2:58) u¼ and a pressure Weld given by ! cosh k(d þ z) p ¼ Àrgz þ gH cos kx cos st; cosh kd and horizontal and vertical particle displacements given by (2:59) Two-Dimensional Wave Equations and Wave Characteristics / 37 ! cosh k(d þ z) z ¼ ÀH sin kx cos st sinh kd (2:60) ! 61) demonstrate some interesting features of a standing wave. If the component progressive wave heights are H, the standing wave height is 2H. The terms in brackets that deWne wave decay/shoaling eVects are the same as for the equivalent progressive wave characteristic.
Basic Coastal Engineering by Robert M. Sorensen