標(biāo)題: 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 [打印本頁] 作者: cobble 時(shí)間: 2025-3-21 17:42
書目名稱Design of Canals影響因子(影響力)
書目名稱Design of Canals影響因子(影響力)學(xué)科排名
書目名稱Design of Canals網(wǎng)絡(luò)公開度
書目名稱Design of Canals網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Design of Canals被引頻次
書目名稱Design of Canals被引頻次學(xué)科排名
書目名稱Design of Canals年度引用
書目名稱Design of Canals年度引用學(xué)科排名
書目名稱Design of Canals讀者反饋
書目名稱Design of Canals讀者反饋學(xué)科排名
作者: 粗魯?shù)娜?nbsp; 時(shí)間: 2025-3-21 21:29 作者: 形狀 時(shí)間: 2025-3-22 03:22 作者: 大方不好 時(shí)間: 2025-3-22 08:19 作者: crockery 時(shí)間: 2025-3-22 10:34 作者: 猛然一拉 時(shí)間: 2025-3-22 15:24 作者: 猛然一拉 時(shí)間: 2025-3-22 17:06 作者: Immortal 時(shí)間: 2025-3-22 22:23
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 作者: Antarctic 時(shí)間: 2025-3-23 04:26 作者: isotope 時(shí)間: 2025-3-23 08:30
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作者: 橫截,橫斷 時(shí)間: 2025-3-23 11:00 作者: scrape 時(shí)間: 2025-3-23 16:01 作者: 滲透 時(shí)間: 2025-3-23 20:47
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: 作者: Notify 時(shí)間: 2025-3-23 22:12 作者: IVORY 時(shí)間: 2025-3-24 06:11 作者: 形上升才刺激 時(shí)間: 2025-3-24 10:12 作者: 邊緣帶來墨水 時(shí)間: 2025-3-24 11:02 作者: 陶醉 時(shí)間: 2025-3-24 17:44
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作者: START 時(shí)間: 2025-3-24 19:10
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 作者: 孤獨(dú)無助 時(shí)間: 2025-3-25 03:06
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作者: chandel 時(shí)間: 2025-3-25 04:50
Lelio Orci M.D.,Alain Perrelet M.D.aulic section. The best hydraulic section provides maximum carrying capacity for a fixed cross-sectional area or minimum cross-sectional area and perimeter to pass a given discharge. A particular set of geometric proportions yield a best hydraulic section for the specific shape of channel. As it is 作者: 翻布尋找 時(shí)間: 2025-3-25 11:27 作者: 頂點(diǎn) 時(shí)間: 2025-3-25 13:42
Semantic Content and Cognitive Senseart of the available water. The seepage loss results not only in depleted freshwater resources but also causes water logging, salinization, groundwater contamination, and health hazards. To minimize seepage and to transport water efficiently, lined canals were envisaged. A perfect lining would preve作者: Exclude 時(shí)間: 2025-3-25 17:16 作者: 里程碑 時(shí)間: 2025-3-25 23:41 作者: 厭惡 時(shí)間: 2025-3-26 03:53 作者: integrated 時(shí)間: 2025-3-26 06:04 作者: escalate 時(shí)間: 2025-3-26 10:56
https://doi.org/10.1007/978-81-322-2322-1Canal Design; Design of Hydraulic Structures; Flow through Canals; Flow through Open Channels; Hydraulic作者: Parallel 時(shí)間: 2025-3-26 12:38
978-81-322-2967-4The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature India Pr作者: chalice 時(shí)間: 2025-3-26 20:27
2363-7633 pter pedagogical elements make it ideal for use in graduate courses on hydraulic structures offered by most civil engineering departments across the world..978-81-322-2967-4978-81-322-2322-1Series ISSN 2363-7633 Series E-ISSN 2363-7641 作者: anachronistic 時(shí)間: 2025-3-26 21:22 作者: BATE 時(shí)間: 2025-3-27 01:16
https://doi.org/10.1007/978-3-642-66020-7quation is more appropriate. Direct analytic solution of the normal depth in natural/stable channel section is not possible, as the governing equation is implicit and it requires a tedious method of trial and error. Explicit expressions for normal depth associated with viscous flow in rectangular ch作者: Respond 時(shí)間: 2025-3-27 06:09
Lelio Orci M.D.,Alain Perrelet M.D.erted in the unconstrained form through penalty function. A nondimensional parameter approach has been used to simplify the analysis. The dimensionless augmented function was minimized using a grid search algorithm. Using results of the optimization procedure and error minimization, close approximat作者: Distribution 時(shí)間: 2025-3-27 12:40
Leila Haaparanta,Jaakko Hintikkaion of optimization procedure in the wide application ranges of input variables. The analysis consists of conceiving an appropriate functional form and then minimizing errors between the optimal values and the computed values from the conceived function with coefficients. Particular cases like minim作者: BLANK 時(shí)間: 2025-3-27 15:48
Semantic Content and Cognitive Sense for triangular, rectangular, trapezoidal, parabolic, and power law canals. The chapter also includes special cases, for example, minimum seepage loss sections without drainage layer and minimum seepage loss sections with drainage layer at shallow depth. The resultant explicit equations for the desi作者: troponins 時(shí)間: 2025-3-27 19:57
Semantic Content and Cognitive Sensectangular, and trapezoidal shapes. The optimal dimensions for any shape can be obtained from proposed equations along with tabulated section shape coefficients. The optimal design equations are in explicit form and result into optimal dimensions of a canal in single-step computations that avoid the 作者: 緯線 時(shí)間: 2025-3-27 23:11 作者: CAMEO 時(shí)間: 2025-3-28 05:24 作者: 匍匐前進(jìn) 時(shí)間: 2025-3-28 09:01
Objective Functions,nd scour. Using Lacey’s equations for stable channel geometry and using geometric programming, an objective function for stable alluvial channels can be synthesized. Thus, this chapter formulates objective functions for rigid boundary canals and mobile boundary (natural) canals.作者: 勛章 時(shí)間: 2025-3-28 11:22 作者: 似少年 時(shí)間: 2025-3-28 15:21 作者: TIA742 時(shí)間: 2025-3-28 19:49 作者: Anticoagulants 時(shí)間: 2025-3-28 23:52 作者: STALL 時(shí)間: 2025-3-29 04:24
Overall Minimum Cost Canal Sections,ctangular, and trapezoidal shapes. The optimal dimensions for any shape can be obtained from proposed equations along with tabulated section shape coefficients. The optimal design equations are in explicit form and result into optimal dimensions of a canal in single-step computations that avoid the 作者: 投票 時(shí)間: 2025-3-29 08:00 作者: adipose-tissue 時(shí)間: 2025-3-29 12:06 作者: 收藏品 時(shí)間: 2025-3-29 18:06
