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Titlebook: Design of Canals; P.K. Swamee,B.R. Chahar Book 2015 The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer N

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書(shū)目名稱(chēng)Design of Canals
編輯P.K. Swamee,B.R. Chahar
視頻videohttp://file.papertrans.cn/269/268691/268691.mp4
概述Comprehensive coverage of both open channel flow theory and design principles.Takes design constraints, such as cost, into account.Includes explicit design examples.Includes supplementary material:
叢書(shū)名稱(chēng)Springer Transactions in Civil and Environmental Engineering
圖書(shū)封面Titlebook: Design of Canals;  P.K. Swamee,B.R. Chahar Book 2015 The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer N
描述.The book presents firsthand material from the authors on design of hydraulic canals. The book discusses elements of design based on principles of hydraulic flow through canals. It covers optimization of design based on usage requirements and economic constraints. The book includes explicit design equations and design procedures along with design examples for varied cases. With its comprehensive coverage of the principles of hydraulic canal design, this book will prove useful to students, researchers and practicing engineers. End-of-chapter pedagogical elements make it ideal for use in graduate courses on hydraulic structures offered by most civil engineering departments across the world..
出版日期Book 2015
關(guān)鍵詞Canal Design; Design of Hydraulic Structures; Flow through Canals; Flow through Open Channels; Hydraulic
版次1
doihttps://doi.org/10.1007/978-81-322-2322-1
isbn_softcover978-81-322-2967-4
isbn_ebook978-81-322-2322-1Series ISSN 2363-7633 Series E-ISSN 2363-7641
issn_series 2363-7633
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature India Pr
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Overall Minimum Cost Canal Sections,ration subject to uniform flow condition in the canal. Essentially, it is a problem of minimization of a nonlinear objective function subject to a nonlinear equality constraint. This chapter highlights design equations for the least cost canal sections considering earthwork cost which may vary with
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Optimal Design of Transmission Canal,ing long transmission canals. Though there is no withdrawal from a transmission canal, it loses water on account of seepage and evaporation. Hence, it is not economical to continue the same section throughout the length of a long transmission canal. Instead, a transmission canal should be divided in
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