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Books > Professional & Technical > Civil engineering, surveying & building > Hydraulic engineering
This book offers a comprehensive review of current systems for fish protection and downstream migration. It offers the first systematic description of the currently available technologies for fish protection at hydropower intakes, including accurate and timely data collected by the authors and other researchers. It describes how to design and test them in agreement with the guidelines established from the EU Water Framework Directive. The book includes important information about fish biology, with a special focus on swimming and migration mechanisms. It offers a robust bridge between concepts in applied ecology and civil hydraulic engineering, thus providing biologists and hydraulic engineers with an authoritative reference guide to both the theory and practice of fish protection. It is also of interest for planners, public authorities as well as environmental consultants
This book presents an in-depth guide to the subject matter and main points of hydrostructural pedology, as theorized for the first time. The authors focus on the underlying concepts, the purpose and role this field plays within agroenvironmental sciences. It is divided into two parts: Part 1 presents the theory behind hydrostructural pedology. The systemic approach applied to the soil is presented, showing how this leads to the thermodynamic formulation of water in the soil's organized medium and to the systemic modeling of soil-water-coupling in natural or anthropic organizations. Part 2 presents the methodology to complement the first part. In it, the authors determine the hydrostructural characteristics of the pedostructure, characteristic parameters of equilibrium state equations and the hydrostructural functioning of the soil.
The book includes a section on cavitation in hydraulic structures and a concise introduction to the physics of cavitation and application to hydraulic structures. It applies the laws of similitude to the use of physical models to improve hydraulic design and computer programs for the numerical solution of unsteady flow in closed and open channels.
Effective urban drainage to manage stormwater and control flooding depends on good engineering, especially when an environmentally sustainable approach is being applied. This new text focuses on green methods and modelling techniques. It covers the principles of hydrology and drainage, low-impact-development (LID) designs, computer modelling techniques, the evaluation of existing systems, and planning for both new development and urban renewal. It outlines design procedures using examples, spreadsheet models, photos, and real-world design examples. Unlike other books, which focus on extreme events, this book covers hydrologic designs for both extreme and frequent events, and reflects the latest revolution in stormwater LID management, and takes a quantitative as well as a qualitative approach. PowerPoint (R) presentations and Excel (R) computer models are provided to follow and build on the exercises in the book. It is written especially for students on urban watershed courses, and also for those studying urban planning, landscaping, water resources, hydrology and hydraulics.
This book presents the major engineering achievements in underground aqueducts from around the world and throughout history. It provides valuable insights into water technologies and management with respect to durability, adaptability to the environment, and sustainability. Comparisons of the technological underground aqueduct developments from several regions are made. These technologies are the underpinning of modern achievements in water supply engineering and water management practices, and current issues of sustainability, cost-effectiveness, and decentralization have led engineers to consider combining older proven technologies with modern infrastructure advancements.
Waterford harbour has centuries of tradition based on its extensive fishery and maritime trade. Steeped in history, customs and an enviable spirit, it was there that Andrew Doherty was born and raised amongst a treasure chest of stories spun by the fishermen, sailors and their families. As an adult he began to research these accounts and, to his surprise, found many were based on fact. In this book, Doherty will take you on a fascinating journey along the harbour, introduce you to some of its most important sites and people, the area's history, and some of its most fantastic tales. Dreaded press gangs who raided whole communities for crew, the search for buried gold and a ship seized by pirates, the horror of a German bombing of the rural idyll during the Second World War - on every page of this incredible account you will learn something of the maritime community of Waterford Harbour.
Presents a systematic and comprehensive study of hydraulic fracturing, original in its concentration of core soil problems There have been a number of well-studied cases in which dams have failed or been damaged by concentrated leaks for no apparent cause. In some of these experiences, investigators concluded that differential settlement cracks were the probable causes, even though no cracks were seen on the surface. In these examples, it was not determined whether the crack was open before the reservoir filled or whether it might have opened afterward. In several unsolved problems on the safety of the earth-rock fill dam, the problem of hydraulic fracture in the soil core of the earth-rock fill dam is one that is widely paid attention by designers and researchers. Hydraulic fracturing is generally considered as a key cause which may induce the leakage of the dam during first filling. In this extensive book, a new numerical simulate method is suggested. The method is based on the conventional two-dimensional finite element technique, and the theoretical formulations to calculate energy release rate using virtual crack extension method. The influence factors on convergence of calculated J integral are investigated. The accuracy of the calculated J integral is verified by analysing the three typical problems in Fracture Mechanics, in which propagation of crack may follow mode I, mode II and mixed mode I-II respectively. Using the new numerical method, the factors affecting the occurrence of hydraulic fracturing in the earth-rock fill dam are investigated. The investigating results indicate that increasing any of the Young s modulus, the Poisson s ratio and the density of the core soil is helpful to reduce the likelihood of the occurrence of hydraulic fracturing. The likelihood of the occurrence of hydraulic fracturing increases with increasing the water level or the crack depth. The lower part of the dam core is the zone in which the phenomenon of hydraulic fracturing may be induced easily. As an example to analyse the ability of earth-rock fill dam to resist hydraulic fracturing, the Nuozhadu Dam located in Western China is analysed. * Presents a systematic and comprehensive study of hydraulic fracturing, original in its concentration of core soil problems * Focuses on the problem of hydraulic fracturing in earth-rock fill dams from three aspects; conditions and mechanisms of hydraulic fracturing, criterion of hydraulic fracturing, and numerical method on hydraulic fracturing * Examines advanced laboratory soil testing, application of numerical methods and field testing/monitoring, all needed for a better understanding of hydraulic fracturing in earth/rock fill dams * Provides an essential reference in an area of scarce research in this field, and the need in high earth dam construction in developing countries is pressing Ideal for researchers in Hydraulic and Geotechnical Engineering Fields; Students on Masters or PhD courses; as well as Designers and Constructors in Hydraulic and Geotechnical Engineering Fields.
Geotechnical Engineering of Dams, 2nd edition provides a comprehensive text on the geotechnical and geological aspects of the investigations for and the design and construction of new dams and the review and assessment of existing dams. The main emphasis of this work is on embankment dams, but much of the text, particularly those parts related to geology, can be used for concrete gravity and arch dams. All phases of investigation, design and construction are covered. Detailed descriptions are given from the initial site assessment and site investigation program through to the preliminary and detailed design phases and, ultimately, the construction phase. The assessment of existing dams, including the analysis of risks posed by those dams, is also discussed. This wholly revised and significantly expanded 2nd edition includes a lengthy new appendix on the assessment of the likelihood of failure of dams by internal erosion and piping. This valuable source on dam engineering incorporates the 200+ years of collective experience of the authors in the subject area. Design methods are presented in combination with their theoretical basis, to enable the reader to develop a proper understanding of the possibilities and limitations of a method. For its practical, well-founded approach, this work can serve as a useful guide for professional dam engineers and engineering geologists and as a textbook for university students.
Understanding Hydraulics: The Design, Analysis, and Engineering of Hydraulic Systems Fundamentals of Hydraulic Engineering Systems bridges the gap between fundamental principles and techniques applied to the design and analysis of hydraulic engineering systems. An extension of fluid mechanics, hydraulics is often more difficult to understand, and experience shows that many engineering students have trouble solving practical problems in hydraulics. The book builds on readers' problem solving skills by presenting various problem and solution scenarios throughout including effective design procedures, equations, tables and graphs, and helpful computer software. The first half of the Fifth Edition discusses the fundamentals of fluid statics, fluid dynamics, and pipe flow, giving readers practical insight on water flow and pipe design. The latter half dives into water flow and hydraulic systems design, covering some of the most common hydraulic structures such as wells, dams, spillways, culverts, and stilling basins. The book ends with four ancillary topics: measurements, model studies, hydrology for hydraulic design and statistical methods in hydrology, as well as common techniques for obtaining hydraulic design flows.
An updated edition of a classic: an indispensable companion for a new era in cycling. The bicycle is almost unique among human-powered machines in that it uses human muscles in a near-optimum way. This essential volume offers a comprehensive account of the history of bicycles, how human beings propel them, what makes them go faster-and what keeps them from going even faster. Over the years, and through three previous editions, Bicycling Science has become the bible of technical bicycling not only for designers and builders of bicycles but also for cycling enthusiasts. After a brief history of bicycles and bicycling that demolishes many widespread myths, this fourth edition covers recent experiments and research on human-powered transportation, with updated material on cycling achievements, human-powered machines for use on land and in air and water, power-assisted bicycles, and human physiology. The authors have also added new information on aerodynamics, rolling drag, transmission of power from rider to wheels, braking, heat management, steering and stability, power and speed, and other topics. This edition also includes many new references and figures. With racks of bikeshare bikes on city sidewalks, and new restrictions on greenhouse gas-emitting cars, bicycle use will only grow. This book is the indispensable companion for a new era in cycling.
South Florida continues to attract new residents despite its susceptibility to sea-level rise. This book explores the views of real estate agent with respect to how prospective homebuyers assess the risk of flooding. It reports on their observations as to whether house prices are stagnant or falling in coastal areas vulnerable to flooding, and their conclusions after working with prospective homebuyers as to whether coastal south Florida is a good place to find a home or, alternatively, a risky investment in a place that will eventually be submerged by rising seas. The book reports on a 2020 survey of real estate agents and concludes that it is not clear that the housing market has integrated flood risk either into reduced demand for housing or in reduced prices for houses susceptible to flooding. These conclusions have important implications for understanding how the risks of climate change and sea-level rise are reflected in the housing market both now and in the near-term future.
In the early 1850s the French diplomat and engineer Ferdinand de Lesseps (1805 1894) revived earlier French plans to build a canal through the Isthmus of Suez, and, thanks to his good relations with the Viceroy of Egypt, won approval for the project in the face of British and Turkish opposition. This 1870 lecture reveals de Lesseps' enchantment with the desert and its people, his determination to complete the canal, and his annoyance at British antagonism. By 1875, when this English translation by Sir Henry Wolff was published, the canal had been open for six years and the British position had shifted dramatically. The government bought Egypt's shares in the Canal Company, and Wolff was chosen by Disraeli to speak in Parliament in support of the purchase. De Lessep's book remains an invaluable source on the canal, the politics of the major powers, and European attitudes towards the Middle East.
Complex environmental and hydrological processes are characterized by more than one correlated random variable. These events are multivariate and their treatment requires multivariate frequency analysis. Traditional analysis methods are, however, too restrictive and do not apply in many cases. Recent years have therefore witnessed numerous applications of copulas to multivariate hydrologic frequency analyses. This book describes the basic concepts of copulas, and outlines current trends and developments in copula methodology and applications. It includes an accessible discussion of the methods alongside simple step-by-step sample calculations. Detailed case studies with real-world data are included, and are organized based on applications, such as flood frequency analysis and water quality analysis. Illustrating how to apply the copula method to multivariate frequency analysis, engineering design, and risk and uncertainty analysis, this book is ideal for researchers, professionals and graduate students in hydrology and water resources engineering.
The International Committee on Large Dams (ICOLD) held its 26th International Congress in Vienna, Austria (1-7 July 2018). The proceedings of the congress focus on four main questions: 1. Reservoir sedimentation and sustainable development; 2. Safety and risk analysis; 3. Geology and dams, and 4. Small dams and levees. The book thoroughly discusses these questions and is indispensable for academics, engineers and professionals involved or interested in engineering, hydraulic engineering and related disciplines.
The theory of linear poroelasticity describes the interaction between mechanical effects and adding or removing fluid from rock. It is critical to the study of such geological phenomena as earthquakes and landslides and is important for numerous engineering projects, including dams, groundwater withdrawal, and petroleum extraction. Now an advanced text synthesizes in one place, with one notation, numerous classical solutions and applications of this highly useful theory. The introductory chapter recounts parallel developments in geomechanics, hydrogeology, and reservoir engineering that are unified by the tenets of poroelasticity. Next, the theory's constitutive and governing equations and their associated material parameters are described. These equations are then specialized for different simplifying geometries: unbounded problem domains, uniaxial strain, plane strain, radial symmetry, and axisymmetry. Example problems from geomechanics, hydrogeology, and petroleum engineering are incorporated throughout to illustrate poroelastic behavior and solution methods for a wide variety of real-world scenarios. The final chapter provides outlines for finite-element and boundary-element formulations of the field's governing equations. Whether read as a course of study or consulted as a reference by researchers and professionals, this volume's user-friendly presentation makes accessible one of geophysics' most important subjects and will do much to reduce poroelasticity's reputation as difficult to master.
Soil erosion and torrential floods, as destructive processes, have serious implications on the economy, society, and environment. The severity of torrential floods lies in their sudden occurrence and high intensity, and hence, the defense against torrential floods is very complex and demanding. Much remains to be discovered about soil erosion and torrential floods prevention, management, legislation, practices, and solutions worldwide. Thus, a better understanding of various prevention and management developments on soil erosion and torrential floods across different contexts is needed to assess their impact on sustainability, especially in the changed climate conditions. Prevention and Management of Soil Erosion and Torrential Floods investigates the problems of erosion and torrential floods and opportunities for the prevention, management, and control of these destructive processes. It highlights the importance of the prevention and management practices of soil erosion and torrential floods with respect to the exchange of knowledge and best practices. Covering topics such as dam maintenance, wind erosion, and natural disasters, it is ideal for environmentalists, environmental engineers, crisis response specialists, policymakers, government officials, academicians, students, experts, practitioners, and researchers in the fields of soil erosion, torrential flood, environmental protection, sustainable development, engineering, and management.
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