كلية الهندسة - جامعة عين شمس, الرئيسية
Hydraulics
What Will Learn?
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Course AimsThe aim of this course is to provide students with the needed knowledge and skills, which enable them to: • Define and solve practical Civil Engineering problems of water conveyance in open channels. • Describe the operating characteristics of pumps and the factors affecting their operation and specifications. • Investigate engineering design principles for open channel systems. • Analyze experimental data.
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Course Goals
- No Poverty
- Zero Hunger
- Good Health and Well-being
- Clean Water and Sanitation
- Affordable and Clean Energy
- Decent Work and Economic Growth
- Industry, Innovation and Infrastructure
- Sustainable Cities and Communities
- Responsible Consumption and Production
- Climate Action
- Life Below Water
- Life on Land
Requirements
CEI211s
Description
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English Description
Pipe Flow: Laminar and turbulent flow, Reynolds number, shear stress distribution, velocity distribution, main losses, secondary losses, single pipe, pipe connections (series and parallel), pipe branching, three tank problems. Pipe Networks: Analysis of pipe networks, Hardy Cross method. Water Hammer in Pipes: Unsteady flow equations, rigid water hammer theory, elastic water hammer theory, wave celerity, water hammer effects and control. Hydraulic machines: Introduction, types of pumps, system characteristics, pump characteristics and performance, operation of pumps, pump selection, multiple pump systems, cavitation phenomena. Open Channel Flow: Introduction, types of open channel flow, states of open channel flow, geometric elements of channel sections, velocity distribution in open channels, equations of uniform steady flow in open channels, factors affecting roughness coefficient, design of open channels sections, energy equation in open channels, specific energy, specific discharge, applications of the specific energy, specific force, specific force diagram. Varied Flow: Rapidly varied flow, gradually varied flow, methods of computation of gradually varied flow. Dimensional Analysis and Similitude -
Arabic Description
Pipe Flow: Laminar and turbulent flow, Reynolds number, shear stress distribution, velocity distribution, main losses, secondary losses, single pipe, pipe connections (series and parallel), pipe branching, three tank problems. Pipe Networks: Analysis of pipe networks, Hardy Cross method. Water Hammer in Pipes: Unsteady flow equations, rigid water hammer theory, elastic water hammer theory, wave celerity, water hammer effects and control. Hydraulic machines: Introduction, types of pumps, system characteristics, pump characteristics and performance, operation of pumps, pump selection, multiple pump systems, cavitation phenomena. Open Channel Flow: Introduction, types of open channel flow, states of open channel flow, geometric elements of channel sections, velocity distribution in open channels, equations of uniform steady flow in open channels, factors affecting roughness coefficient, design of open channels sections, energy equation in open channels, specific energy, specific discharge, applications of the specific energy, specific force, specific force diagram. Varied Flow: Rapidly varied flow, gradually varied flow, methods of computation of gradually varied flow. Dimensional Analysis and Similitude
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قسمالرى والهيدروليكا
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الساعات المعتمدة3
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الدرجاتالإجمالي ( 100 ) = نصف العام (20) + tr.Student Activities (20 = tr.Industry 0% , tr.Project 0% , tr.Self_learning 0% , tr.Seminar 20% ) + tr.Oral/Practical (10) + درجة الامتحان (50)
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الساعاتساعات المحاضرة: 2, ساعات التعليم: 1, ساعات المعمل: 1
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Required SWL100
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Equivalent ECTS4
- • French, R. H, Open Channel Hydraulics; Water Resources Pubns, 2007. ISBN 13: 9781887201445
- • Chow V.T.; Open Channel Hydraulics; McGraw-Hill Education-Europe, 1981. ISBN 13: 9780070859067
- • Frank M. White, Fluid Mechanics, 8th Edition, McGraw Hill, 2013. ISBN13: 9780073398273 Copyright: 2016. - French, R. H, Open Channel Hydraulics; Water Resources Pubns, 2007. ISBN 13: 9781887201445.