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Titlebook: Open-Channel Flow; M. Hanif Chaudhry Textbook 2022Latest edition The Editor(s) (if applicable) and The Author(s), under exclusive license

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发表于 2025-3-21 17:05:33 | 显示全部楼层 |阅读模式
书目名称Open-Channel Flow
编辑M. Hanif Chaudhry
视频video
概述Detailed‘coverage of steady and unsteady flows.Includes practical examples and sample computer programs in Python.New problem sets, some designed especially for take-home tests, and a solution manual
图书封面Titlebook: Open-Channel Flow;  M. Hanif Chaudhry Textbook 2022Latest edition The Editor(s) (if applicable) and The Author(s), under exclusive license
描述.Now in the third edition, this text on open-channel flow presents introductory material on the topic as well as up-to-date information for the planning, design, and operation of water-resource projects. It has a very strong emphasis on the application of efficient solution techniques, computational procedures, and modern methods of analysis and provides detailed coverage of steady and unsteady flows. The new edition includes a new chapter on the modeling of levee breach, new sections on hydraulic models and velocity measurements, new and updated references and problem sets and exercises, and a solutions manual. The material has been class tested over many years and the book is an ideal textbook for students in senior-level undergraduate and graduate courses on open-channel flow and hydraulic engineering, and as a reference for civil engineers needing up-to-date  information on the latest developments  in open-channel flow..
出版日期Textbook 2022Latest edition
关键词calculus; channel design; complex systems; computational procedures; conservation laws; critical flow; Fre
版次3
doihttps://doi.org/10.1007/978-3-030-96447-4
isbn_softcover978-3-030-96449-8
isbn_ebook978-3-030-96447-4
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

书目名称Open-Channel Flow影响因子(影响力)




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书目名称Open-Channel Flow读者反馈学科排名




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GRADUALLY VARIED FLOW,y varied flows because the distances involved are short. In addition, the pressure distribution in gradually varied flow may be assumed hydrostatic because the streamlines are more or less straight and parallel. However, this is not the case in rapidly varied flows where significant acceleration nor
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CHANNEL DESIGN, must be factored into the total economic analysis. The channel design may be divided into two categories, depending upon whether the channel boundary is erodible or non-erodible. For erodible channels, flow velocities are kept low so that the channel bottom and sides are not eroded. The minimum flo
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STEADY FLOW SPECIAL TOPICS,inally, different flow measurement methods are outlined. These methods and a number of advanced techniques used nowadays to measure stage and stream ow are discussed. Typically, these methods are non-intrusive based on remote sensing of water surface velocity or image sequence techniques.
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GOVERNING EQUATIONS FOR ONE-DIMENSIONAL FLOW,al in flows or out flows is used in the derivation. The equations describing flows having non-hydrostatic pressure distribution are derived by integrating the continuity and momentum equations for two-dimensional flows and by utilizing the Boussinesq assumption. These equations are referred to as th
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