Analysis of Rubble Mound Breakwaters


Book Description







Advances In Coastal And Ocean Engineering, Vol 3


Book Description

This review volume, the third in the series, presents the latest topics for discussion, which provides invaluable information to coastal and ocean engineers around the world. In the first paper of this volume, entitled “Internal Solitary Waves”, Grimshaw reviews the basic theory of weakly nonlinear waves in an incompressible density-stratified fluid. The internal solitary waves solutions and effects such as friction, refraction and finite amplitude on internal solitary waves are also discussed. In the second paper entitled “The 3/2-Power Law for Ocean Wind Waves and Its Applications”, Toba gives a thorough review on the field evidence and physical background of the 3/2-power law and the associated wind-wave energy spectra. Several wind-wave prediction models are also discussed. Goda, in his paper entitled “Directional Wave Spectrum and Its Engineering Applications”, gives a brief historical overview of the development of directional wave spectrum. He presents several standard formulas for directional spreading function for engineering applications and discusses the effects of directional spreading on nearshore currents and wave forces on coastal structures. In a companion paper entitled “Analysis of the Directional Wave Spectrum from Field Data”, Hashimoto describes the maximum entropy principle method, Bayesian directional spectrum estimation method and the extended maximum entropy method for estimating directional wave spectrum. Hashimoto also introduces a new developed Doppler-type directional wave meter for field measurements. Finally, in “Reliability-Based Design of Coastal Structures”, Barcharth introduces a design procedure that makes it possible to optimize a design and/or to design to a specific failure probability level.




Coastal Structures and Breakwaters


Book Description

This book presents authoritative research on new experience in the field of coastal structures and breakwaters, particularly that which has led to advances in design procedures. It brings together the experience of an international authorship to cover the design and construction of coastal structures, particularly recent developments, the magnitude and effects of longer-term environmental changes, and the assessment of these structures and their relative safety.




Advances in Coastal and Ocean Engineering


Book Description

This review volume, the third in the series, presents the latest topics for discussion, which provides invaluable information to coastal and ocean engineers around the world. In the first paper of this volume, entitled ?Internal Solitary Waves?, Grimshaw reviews the basic theory of weakly nonlinear waves in an incompressible density-stratified fluid. The internal solitary waves solutions and effects such as friction, refraction and finite amplitude on internal solitary waves are also discussed. In the second paper entitled ?The 3/2-Power Law for Ocean Wind Waves and Its Applications?, Toba gives a thorough review on the field evidence and physical background of the 3/2-power law and the associated wind-wave energy spectra. Several wind-wave prediction models are also discussed. Goda, in his paper entitled ?Directional Wave Spectrum and Its Engineering Applications?, gives a brief historical overview of the development of directional wave spectrum. He presents several standard formulas for directional spreading function for engineering applications and discusses the effects of directional spreading on nearshore currents and wave forces on coastal structures. In a companion paper entitled ?Analysis of the Directional Wave Spectrum from Field Data?, Hashimoto describes the maximum entropy principle method, Bayesian directional spectrum estimation method and the extended maximum entropy method for estimating directional wave spectrum. Hashimoto also introduces a new developed Doppler-type directional wave meter for field measurements. Finally, in ?Reliability-Based Design of Coastal Structures?, Barcharth introduces a design procedure that makes it possible to optimize a design and/or to design to a specific failure probability level.




Environmentally Friendly Coastal Protection


Book Description

Coast lines have been and still are the central lines of civilization around the world with still increasing pressure from both sides – the hinterland and the sea – with all its foreseeable and unforeseeable impacts by means of nature or mankind. While the response of nature to such impacts is flexible in the way that all morphological changes with all the consequences are tolerated as part of the system, humanity cannot tolerate short-term or long-term changes without being threatened in its physical and economical existence. The objectives of this Advanced Research Workshop (ARW) on Environmentally Friendly Coastal Structures were: - to contribute to the critical assessment of existing knowledge in the field of coastal and environmental protection; - to identify directions for future research in that area; - to promote close working relationships between scientists from different countries and with different professional experience. The latest trends in research on coastal and environmental protection were summarized and developed during the meeting. Seventeen papers are presented in this book, attempting to cover all related aspects as completely as possible – coast, engineering structures, water, sediments, ecosystems in their complicated interaction.







Climate Change Vulnerability and Adaptation in Asia and the Pacific


Book Description

PREFACE ix ACKNOWLEDGMENTS xi L. AMADORE, W. C. BOLHOFER, R. V. CRUZ, R. B. FEIR, C. A. FREYSINGER, S. GUILL, K. F. JALAL, A IGLESIAS, A. JOSE, S. LEATHERMAN, S. LENHART, S. MUKHER JEE, J. B. SMITH, and J. WISNIEWSKII Climate Change Vulnerability and Adap tion in Asia and the Pacific: Workshop Summary 1-12 A. IGLESIAS, LlN ERDA, and C. ROSENZWEIG I Climate Change in Asia: A Review of the Vulnerability and Adaption of Crop Production 13-27 I. AMIEN, P. REJEKININGRUM, A. PRAMUDIA, and E. SUSANTII Effects of Interannual Climate Variability and Climate Change on Rice Yield in Java, Indonesia 29-39 R. D. BUAN, AR. MAGLlNAO, P. P. EVANGELISTA, and B. G. PAJUELAS I Vulnerability of Rice and Corn to Climate Change in the Philippines 41-51 Z. KARIM, S. G. HUSSAIN, and M. AHMED I Assessing Impacts of Climatic Variations on Foodgrain Production in Bangladesh 53-62 LlN ERDA I Agricultural Vulnerability and Adaptation to Global Warming in China 63-73 WANG JINGHUA and LlN ERDA I The Impacts of Potential Climate Change and Climate Variability on Simulated Maize Production in China 75-85 M. A. WIJERATNE I Vulnerability of Sri Lanka Tea Production to Global Climate Change 87-94 B. BOLORTSETSEG and G. TUVAANSUREN I The Potential Impacts of Climate Change on Pasture and Cattle Production in Mongolia 95-105 K. BOONPRAGOB and J. SANTISIRISOMBOON I Modeling Potential Changes of Forest Area in Thailand under Climate Change 107-117 K. 1. KOBAK, I. YE. TURCHINOVICH, N. YU. KONDRASHEVA, E. -D. SCHULZE, W.




Design And Construction Of Berm Breakwaters


Book Description

Modern design of berm breakwaters began about thirty years ago. However, to date, there has been a lack of a well-established, formal design methodology on berm breakwaters. The authors Dr Jentsje van der Meer and Sigurdur Sigurdarson combine over 40 years of collective experience working with breakwaters to put forward a design framework in Design and Construction of Berm Breakwaters; covering the science and design practices of berm breakwater structures. The original design consisted of mass armoured berms that reshaped into statically stable S-shaped slopes. The design was adopted in Iceland and eventually led to a development with more stable structures by using available rock sizes, large rock, and more rock gradings than just 'small rock (core)' and 'large rock (berm)'. This more stable and only partly reshaping structure is called the Icelandic-type berm breakwater.Written for researchers and practitioners, the volume consists of chapters on geometrical designs of the berm breakwater cross-section, including berm reshaping and wave overtopping, quarry and project management, as well as blasting and sorting techniques, designs for various wave conditions and available rock classes, and case studies of already constructed berm breakwaters.