横截,横断
发表于 2025-3-23 11:00:41
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scrape
发表于 2025-3-23 16:01:34
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渗透
发表于 2025-3-23 20:47:47
P.K. Swamee,B.R. ChaharComprehensive 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:
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发表于 2025-3-23 22:12:40
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IVORY
发表于 2025-3-24 06:11:36
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形上升才刺激
发表于 2025-3-24 10:12:23
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边缘带来墨水
发表于 2025-3-24 11:02:25
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陶醉
发表于 2025-3-24 17:44:48
Lelio Orci M.D.,Alain Perrelet M.D.ow discharge, longitudinal bed slope of canal, and the canal surface roughness. There are various objective functions such as flow area, earthwork cost, lining cost, seepage loss, evaporation loss, and their combinations. This chapter describes geometric properties and seepage loss functions of comm
START
发表于 2025-3-24 19:10:56
https://doi.org/10.1007/978-3-642-66020-7niform flow equations for viscous flow, turbulent flow, and sediment-transporting channels. Open-channel sections are used for transferring viscous fluids in chemical plants. The Navier-Stokes equations are the governing equations for viscous flow. For steady viscous uniform flow, the Navier-Stokes
孤独无助
发表于 2025-3-25 03:06:02
Lelio Orci M.D.,Alain Perrelet M.D.ficient; the minimum permissible velocity to avoid deposition of silt or debris; the limiting velocity to avoid erosion of the channel surface; and the topography of the channel route which fixes the channel bed slope. This chapter describes general principles of canal design, which includes essenti