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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書目名稱Open-Channel Flow影響因子(影響力)




書目名稱Open-Channel Flow影響因子(影響力)學(xué)科排名




書目名稱Open-Channel Flow網(wǎng)絡(luò)公開度




書目名稱Open-Channel Flow網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Open-Channel Flow被引頻次




書目名稱Open-Channel Flow被引頻次學(xué)科排名




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Wordlist

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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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