標(biāo)題: Titlebook: Open-Channel Flow; M. Hanif Chaudhry Textbook 2022Latest edition The Editor(s) (if applicable) and The Author(s), under exclusive license [打印本頁(yè)] 作者: Arthur 時(shí)間: 2025-3-21 17:05
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
書目名稱Open-Channel Flow年度引用
書目名稱Open-Channel Flow年度引用學(xué)科排名
書目名稱Open-Channel Flow讀者反饋
書目名稱Open-Channel Flow讀者反饋學(xué)科排名
作者: Wordlist 時(shí)間: 2025-3-21 23:53 作者: Fillet,Filet 時(shí)間: 2025-3-22 00:32
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作者: ADORN 時(shí)間: 2025-3-22 07:11 作者: Tidious 時(shí)間: 2025-3-22 12:26 作者: 猜忌 時(shí)間: 2025-3-22 14:18 作者: 染色體 時(shí)間: 2025-3-22 20:02
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作者: Myosin 時(shí)間: 2025-3-23 00:05
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.作者: 不要嚴(yán)酷 時(shí)間: 2025-3-23 05:18
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作者: PRISE 時(shí)間: 2025-3-23 07:43 作者: Mhc-Molecule 時(shí)間: 2025-3-23 09:44 作者: obtuse 時(shí)間: 2025-3-23 16:27 作者: 尊敬 時(shí)間: 2025-3-23 19:50
SEDIMENT TRANSPORT,transport in rivers are bedload and suspended load. As bedload, sediment particles saltate, roll, and slide, but always staying close to the bed. As suspend load, sediment is carried by the fluid turbulence up in the water column. Procedure for analyzing sediment size distribution has been presented作者: Seminar 時(shí)間: 2025-3-24 00:26 作者: 有說(shuō)服力 時(shí)間: 2025-3-24 03:16 作者: Ovulation 時(shí)間: 2025-3-24 09:30 作者: 樹膠 時(shí)間: 2025-3-24 13:48 作者: Cpr951 時(shí)間: 2025-3-24 16:50 作者: 原告 時(shí)間: 2025-3-24 22:51 作者: champaign 時(shí)間: 2025-3-25 01:15 作者: helper-T-cells 時(shí)間: 2025-3-25 07:11 作者: JECT 時(shí)間: 2025-3-25 09:25 作者: 彩色的蠟筆 時(shí)間: 2025-3-25 12:37
M. Hanif Chaudhry also discussed.? Readers will benefit from the detailed review of the major known types of hardware Trojans in chips, principles of their design, mechanisms of their functioning, methods of their introduction, means of camouflaging and detecting, as well as methods of protection and counteraction.?.978-3-030-47220-7978-3-030-47218-4作者: Fibrillation 時(shí)間: 2025-3-25 17:06 作者: 歌劇等 時(shí)間: 2025-3-25 22:31
M. Hanif ChaudhryIt is intended for a diverse audience including advanced undergraduate and graduate students in the fields of electric energy systems, operations research, and economics. Practitioners in the energy sector will also benefit from the concepts and techniques presented in this book. In particular, this作者: Nibble 時(shí)間: 2025-3-26 01:20 作者: Allowance 時(shí)間: 2025-3-26 05:31 作者: Memorial 時(shí)間: 2025-3-26 09:58 作者: airborne 時(shí)間: 2025-3-26 14:20 作者: 樂(lè)意 時(shí)間: 2025-3-26 19:04
M. Hanif Chaudhryre further identified by using the measured data. Based on the established model along with the identified friction coefficient and contact parameters, the GAF is calculated and compared with the experiments. It is concluded that the calculated and the measured GAF agree well, which indicates the mo作者: 低位的人或事 時(shí)間: 2025-3-27 00:55 作者: exclamation 時(shí)間: 2025-3-27 04:47 作者: 熔巖 時(shí)間: 2025-3-27 09:18 作者: 先驅(qū) 時(shí)間: 2025-3-27 10:54 作者: metropolitan 時(shí)間: 2025-3-27 15:13
igned especially for take-home tests, and a solution manual .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作者: 可行 時(shí)間: 2025-3-27 19:21 作者: Anticoagulants 時(shí)間: 2025-3-27 23:37 作者: Virtues 時(shí)間: 2025-3-28 05:26 作者: probate 時(shí)間: 2025-3-28 07:21 作者: heart-murmur 時(shí)間: 2025-3-28 12:44
Textbook 2022Latest editiona 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..作者: jettison 時(shí)間: 2025-3-28 16:00 作者: 羊欄 時(shí)間: 2025-3-28 19:21
http://image.papertrans.cn/o/image/701905.jpg作者: 痛恨 時(shí)間: 2025-3-29 00:21
https://doi.org/10.1007/978-3-030-96447-4calculus; channel design; complex systems; computational procedures; conservation laws; critical flow; Fre作者: 好色 時(shí)間: 2025-3-29 05:50
M. Hanif ChaudhryDetailed‘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 作者: MIR 時(shí)間: 2025-3-29 10:17
978-3-030-96449-8The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 小卒 時(shí)間: 2025-3-29 12:04 作者: 原始 時(shí)間: 2025-3-29 15:41
BASIC CONCEPTS,open or closed at the top. The structures with closed tops are referred to as closed conduits like tunnels and pipes, while those with the top open are called open channels like rivers, streams, estuaries etc. The properties and the analyses of these flows are discussed in this book..In this chapter作者: intercede 時(shí)間: 2025-3-29 23:21 作者: 嘲笑 時(shí)間: 2025-3-30 03:25 作者: 爭(zhēng)論 時(shí)間: 2025-3-30 07:58
UNIFORM FLOW,annel bottom and sides offers resistance to flow. Depending upon the relative magnitude of the accelerating and decelerating forces, the flow may accelerate or decelerate. Flow in which the flow depth does not change with distance is called uniform flow and its corresponding flow depth is called the作者: 放逐 時(shí)間: 2025-3-30 08:44
GRADUALLY VARIED FLOW,h distance in natural channels and these are varied in constructed channels to suit the existing topographical conditions for economic reasons. In addition, hydraulic structures are provided for flow control. These changes in the channel geometry produce nonuniform flows while changing from one unif作者: 窗簾等 時(shí)間: 2025-3-30 13:48 作者: parsimony 時(shí)間: 2025-3-30 16:41
RAPIDLY VARIED FLOW,ng the pressure distribution as hydrostatic becomes invalid. In addition, if the flow depth changes rapidly, the surface profile may break and flow surface may be discontinuous. Such flows are called rapidly varied flows and these flows cannot be analyzed using the same method as parallel flow due t作者: modish 時(shí)間: 2025-3-31 00:27
COMPUTATION OF RAPIDLY VARIED FLOW,-made open channels with rapidly varied flows. In contrast to gradually varying flows, the analysis of these flows encounters a number of challenges, including the formation of roll waves, air entrainment, and cavitation. In addition, if the Froude number exceeds its critical value, instabilities mi作者: 最高點(diǎn) 時(shí)間: 2025-3-31 03:01
CHANNEL DESIGN,he channel sides and bottom, are considered in its design. There are currently no procedures for selecting optimal channel dimensions directly. Each site has its own set of characteristics that must be taken into account. Typically, channel design is done by trial and error. The channel parameters a作者: fertilizer 時(shí)間: 2025-3-31 08:37 作者: 整潔 時(shí)間: 2025-3-31 10:31 作者: artifice 時(shí)間: 2025-3-31 17:13 作者: vertebrate 時(shí)間: 2025-3-31 19:39
NUMERICAL METHODS, dependent variables need to be integrated to know their values. And as there is no closed-form solution of these equations, except for very simplified cases, the governing equations (continuity and momentum) need to be integrated numerically..In this chapter, the method of characteristics and its t作者: synovial-joint 時(shí)間: 2025-3-31 22:44 作者: 欺騙手段 時(shí)間: 2025-4-1 05:23
TWO-DIMENSIONAL FLOW,ached dam, or lateral flow from a failed dyke. Although flow in these situations is three-dimensional, we may simplify their analysis by considering them as two-dimensional flows by using vertically averaged quantities. Such an assumption not only simplifies the analysis considerably but yields resu
