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Introductory technical guidance for civil engineers, structural engineers, bridge engineers and construction managers interested in hydraulic analysis of bridges. Here is what is discussed: 1. INTRODUCTION, 2. HYDRAULIC MODELING CRITERIA AND SELECTION, 3. SELECTING UPSTREAM AND DOWNSTREAM MODEL EXTENT, 4. IDENTIFYING AND SELECTING MODEL BOUNDARY CONDITIONS.
Introductory technical guidance for civil engineers and others interested in hydraulic studies of rivers. Here is what is discussed: 1. INITIAL CONSIDERATIONS, 2. OVERVIEW OF TECHNIQUES FOR CONDUCTING STUDIES, 3. ANALYSIS OF HYDRAULIC COMPONENTS, 4. DATA REQUIREMENTS, 5. CALIBRATION OF HYDRAULIC ANALYSIS MODELS, 6. GUIDELINES FOR ANALYTICAL MODEL SELECTION.
The design of bridges across rivers and streams is a major component of many civil engineering projects. The size of waterways must be kept reasonably small for reasons of economy and yet be large enough to allow floods to pass. Bridge Hydraulics is the first book to consider both arched and rectangular waterway openings in detail and to describe a
Introductory technical guidance for civil engineers and other professional engineers interested in flood protection engineering. Here is what is discussed: 1. GENERAL, 2. FREQUENCY ANALYSIS CONCEPTS, 3. GRAPHICAL TECHNIQUES, 4. NUMERICAL TECHNIQUES.
Introductory technical guidance for professional engineers and construction managers interested in design and construction of railroads. Here is what is discussed: 1. ROADWAY.DESIGN, 2. GRADES AND TRACK PROFILE, 3. HORIZONTAL CURVES, 4. CLEARANCES, 5. TRACK STRUCTURE, 6. TRACK DESIGN METHODS, 7 AREMA DESIGN PROCEDURE (1995-MODIFIED), 8. SUBGRADE, 9. FROST DESIGN MODIFICATIONS, 10. DRAINAGE, 11. GEOTEXTILES, 12. BALLAST, 13. SUB-BALLAST, 14. TIES AND TIE SPACING, 15. RAIL, 16. OTHER TRACK MATERIAL, 17. TURNOUTS AND CROSSOVERS, 18. TRACK CONNECTIONS AND LADDER TRACKS, 19. RAIL CROSSINGS.
Covering all the fundamental topics in hydraulics and hydrology, this textbook is an accessible, thorough and trusted introduction to the subject. The text builds confidence by encouraging readers to work through examples, try simple experiments and continually test their own understanding as the book progresses. This hands-on approach aims to show students just how interesting hydraulics and hydrology is, as well as providing an invaluable reference resource for practising engineers. There are numerous worked examples, self-test and revision questions to help students solve problems and avoid mistakes, and a question and answer feature to keep students thinking and engaging with the text. The text is essential reading for undergraduates from pre-degree through all undergraduate level courses and for practising engineers around the world. New to this Edition: - Updates on climate change, flood risk management, flood alleviation, design considerations when developing greenfield sites, and the design of storm water sewers - A new chapter on sustainable storm water management (referred to as sustainable drainage systems (SUDS) in the UK) including their advantages and disadvantages, the design of components such as permeable and porous pavements, swales, soakaways and detention ponds and flood routing through storage reservoirs.
Introductory technical guidance for civil engineers and other professional engineers interested in stability analysis of gravity dams. Here is what is discussed: 1. INTRODUCTION, 2. BASIC LOADING CONDITIONS, 3. DAM PROFILES, 4. STABILITY CONSIDERATIONS, 5. OVERTURNING STABILITY, 6. SLIDING STABILITY, 7. BASE PRESSURES, 8. COMPUTER PROGRAMS.
Practical Channel Hydraulics is a technical guide for estimating flood water levels in rivers using the innovative software known as the Conveyance and Afflux Estimation System (CES-AES). The stand alone software is freely available at HR Wallingford’s website www.river-conveyance.net. The conveyance engine has also been embedded within industry standard river modelling software such as InfoWorks RS and Flood Modeller Pro. This 2nd Edition has been greatly expanded through the addition of Chapters 6-8, which now supply the background to the Shiono and Knight Method (SKM), upon which the CES-AES is largely based. With the need to estimate river levels more accurately, computational methods are now frequently embedded in flood risk management procedures, as for example in ISO 18320 (‘Determination of the stage-discharge relationship’), in which both the SKM and CES feature. The CES-AES incorporates five main components: A Roughness Adviser, A Conveyance Generator, an Uncertainty Estimator, a Backwater Module and an Afflux Estimator. The SKM provides an alternative approach, solving the governing equation analytically or numerically using Excel, or with the short FORTRAN program provided. Special attention is paid to calculating the distributions of boundary shear stress distributions in channels of different shape, and to appropriate formulations for resistance and drag forces, including those on trees in floodplains. Worked examples are given for flows in a wide range of channel types (size, shape, cover, sinuosity), ranging from small scale laboratory flumes (Q = 2.0 1s-1) to European rivers (~2,000 m3s-1), and large-scale world rivers (> 23,000 m3s-1), a ~ 107 range in discharge. Sites from rivers in the UK, France, China, New Zealand and Ecuador are considered. Topics are introduced initially at a simplified level, and get progressively more complex in later chapters. This book is intended for post graduate level students and practising engineers or hydrologists engaged in flood risk management, as well as those who may simply just wish to learn more about modelling flows in rivers.