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Titlebook: Basic Coastal Engineering; Robert M. Sorensen Textbook 2006Latest edition Springer-Verlag US 2006 Fundament.design.hydromechanics.mechanic

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發(fā)表于 2025-3-21 17:28:34 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Basic Coastal Engineering
影響因子2023Robert M. Sorensen
視頻videohttp://file.papertrans.cn/181/180971/180971.mp4
發(fā)行地址Discusses and shows how the application of numerical computer models can be used to solve coastal engineering problems.Discusses the increased capability and use of instrumentation for field investiga
圖書封面Titlebook: Basic Coastal Engineering;  Robert M. Sorensen Textbook 2006Latest edition Springer-Verlag US 2006 Fundament.design.hydromechanics.mechanic
影響因子The second edition (1997) of this text was a completely rewritten version of the original text Basic Coastal Engineering published in 1978. This third edition makes several corrections, improvements and additions to the second edition. Basic Coastal Engineering is an introductory text on wave mechanics and coastal processes along with fundamentals that underline the practice of coastal engineering. This book was written for a senior or first postgraduate course in coastal engineering. It is also suitable for self study by anyone having a basic engineering or physical science background. The level of coverage does not require a math or fluid mechanics background beyond that presented in a typical undergraduate civil or mechanical engineering curriculum. The material p- sented in this text is based on the author’s lecture notes from a one-semester course at Virginia Polytechnic Institute, Texas A&M University, and George Washington University, and a senior elective course at Lehigh University. The text contains examples to demonstrate the various analysis techniques that are presented and each chapter (except the first and last) has a collection of problems for the reader to solve th
Pindex Textbook 2006Latest edition
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Two-Dimensional Wave Equations and Wave Characteristics,e theory in predicting the transformation of monochromatic two-dimensional waves as they travel into intermediate and shallow water depths, and of the accuracy in predicting particle kinematics given the wave height and period and the water depth. A summary follows:.Limitations of the small-amplitud
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Coastal Water Level Fluctuations,e periods of waves in the wind wave portion of the wave energy spectrum. The discussion of surface waves to this point considered only the simple monochromatic form of these waves. Chapter 6 considers the complex form of wind-generated waves observed at sea as well as the generation, analysis, and p
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Coastal Structures,e. This leads to the structural analysis of these structures so they may be designed. For rubble mound structures the incident wave conditions lead directly to a selection of the required armor stone size which, in turn, largely dictates the cross-section geometry of the structure. Other factors tha
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