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Courses
Irrigation & Hydraulics
CEI 111 Civil Drawing
1st Year: Civil Engineering. (1st Term) Hrs/Week: [(1+4) + (0+0)]
Marks:[(75+50+0) + (0+0+0)] = 125
Course Contents
Metallic sheds: Column base, Riveted joints, Connections between girders and
beams, Columns and beams. Steel bridges: Truss connections, Main girders
(upper and lower chords, verticals and diagonals), Cross girders and stringers.
Reinforced concrete structures: Footings, Column slabs and beams. Irrigation
structures: Earth works, Retaining walls, Bridges, Culverts, Syphons, Regulators,
Weirs, Symmetrical and unsymmetrical locks.
References:
- Faculty of Engineering, Civil Drawing, Cairo University, 2003.
- Faculty of Engineering, Civil Drawing, Ain Shams University, 2003.
CEI 121 Fluid Mechanics
1st Year: Civil Engineering. (2nd Term) Hrs/Week: [(0+0) + (4+2)]
Marks:[(0+0+0) + (90+30+30)] = 150
Course Contents
Review of fluid properties and hydrostatics: Manometry, Forces on plane and
curved surfaces, Buoyancy, Fluid masses subject to acceleration (forced vortex).
Kinematics of fluid motion: Fluid flow, Types of flow, Classification of flow,
Continuity equation. Flow of Incompressible fluid: One-dimensional flow, Euler's
Equation in three dimensions, Bernoulli's, Energy equation, T.E.L. and H.G.L.,
Applications of bernoulli's equation (flow through free and submerged orifices,
flow over notches and weirs flow measuring devices, time of filling and emptying
tanks under variable and constant heads, free vortex). Pipe flow: Laminar and
turbulent flow, Reynolds number, Shear stress distribution, Velocity distribution,
Main losses, Secondary losses, Single pipe, Pipe connections (parallel and
series), Pipe branching, Three tank problems. The Impulse-Momentum principle:
Development of the principle, Pipe bends, Enlargements and contractions,
Hydraulic structures in open channels.
References:
- Vennard, J. K., Elementary Fluid Mechanics, John Wiley and Sons Inc., 1965.
- Olson, R. M., Engineering Fluid Mechanics, , 1967.
Laboratory: Hydraulics Lab
- Density
- Capillarity
- Viscosity
- Flow through orifice
- Flow over rectangular Notches
- Flow over V-Notches
- Venturimeter
- Coefficient of Impact
CEI 211 Irrigation & Drainage Engineering
2nd Year: Civil Engineering. (2nd Term) Hrs/Week: [(0+0) + (4+2)]
Marks:[(0+0+0) + (110+40+0)] = 150
Course Contents
Introduction for the water cycle and water resources and use in different sectors.
Elements of the hydrologic cycle: Measurements of rainfall, Evaporation, Surface
runoff. Methods of measuring levels, Discharges and groundwater flows.
Introduction to groundwater, Sources, Characteristics and movement. An
overview for well design and pumps’ selection. Soil-Plant-Water relationships.
Irrigation water requirements, Irrigation efficiency and calculating periods
between irrigations, Low rates and irrigation time. Different types of field water
application : Surface irrigation methods, Sprinkler and drip irrigation, Subsurface
irrigation. Planning, Design, Management, Operation and maintenance for
different methods. Canal lining. An overview for the irrigation structures for
control and distribution of water on the canals and field levels, Crossing works,
Navigation works and water lifting devices. Planning and design of fish ponds.
Introduction to the drainage, Types, Factors influencing selection and design.
Design of open, Subsurface and vertical drains. Disposal of drainage water and
drainage water reuse and precautions. Summary of river nile hydrology, Annual
and long-term storage in reservoirs and the high aswan dam. Development of
the irrigation system in Egypt. The environmental impacts of irrigation and
drainage projects in general.
References:
- Zimmerman, J. D., Irrigation, John Wiley and Sons, 1977.
- Withers, B. and Vipond, S., Irrigation: Design and Practice, Bastfor Academic and
Educational Ltd., 1983.
- شبكات الري والصرف - التخطيط والتصميم الهندسي, كلية الهندسة, جامعة الإسكندرية, 2000.
- هندسة الري والصرف, كلية الهندسة, جامعة عين شمس, 2001.
CEI 231 Hydraulics
2nd Year: Civil Engineering. (1st Term) Hrs/Week: [(2+2) + (0+0)]
Marks:[(60+20+20) + (0+0+0)] = 100
Course Contents
Pipe networks: Analysis, Design and Optimal design. Open channel flow:
Introduction, Types of open channel flow, States of open channel flow, Properties
of open channels flow, Velocity distribution, Equations for uniform steady flow,
Energy equation, Gradually varied flow, Rapidly varied flow, Roughness
coefficient, Design of open channels cross sections, Applications. 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, Turbines, Types of turbines, Types of pumps, Pump
characteristics and performance, Operation of pumps, Cavitation phenomena.
References:
- Chow, V. T., Open Channel Hydraulics, McGraw Hill Book Co. New York, 1953.
- Hwang, N. H. C and Hita, C. E., Fundamentals of Hydraulic Engineering, Prentice Hall, Inc.,
1987.
Laboratory: Hydraulics Lab
- Laminar Flow
- Turbulent Flow
- Minor Losses
- Manning Coefficient (Smooth bed, Rough bed)
- Chezy Coefficient (Smooth bed, Rough bed)
- Hydraulic Jump
- Specific Energy Curve
- Specific Energy Applications
- Water Hammer
- Surge Tank
CEI 311 Design of Irrigation Works (1)
3rd Year: Civil Engineering. (2nd Term) Hrs/Week: [(0+0) + (4+2)]
Marks:[(0+0+0) + (110+40+0)] = 150
Course Contents
Planning and design of Irrigation projects: Alignment of canals and drains,
Synoptic diagrams for canals and drains, Design of cross sections for earth
channels, Seepage through earth channels, Calculation of expropriation widths,
Longitudinal sections and typical cross sections for canals and drains, Canal
lining. Irrigation structures: Classification of irrigation structures. Retaining walls:
Types, Cases of loading, Hydraulic and structural design. Crossing structures:
Hydraulic design, Calculation of loads for different cases of loading and
structural design for the following crossing structures: Small R.C. bridges,
Culverts, Syphons, Aqueducts. Escapes: Types, Functions, Design. Introduction
to heading up works and navigation works.
References:
- Leliavisky, S., Canals and Barrages, , 1985.
- Leliavisky, S., Short Span Bridges, , 1985.
- French, R., Open Channel Hydraulics, McGraw Hill, 1994.
- Novak, P.; Moffat, A.; Nalluri, C. and Narayanan, R., Hydraulic Structures, , 1996.
CEI 411 Modern Irrigation Systems
4th Year: Civil Engineering - Water & Hydraulic Structures Hrs/Week: [(2+2) + (0+0)]
Marks: [(70+30+0) + (0+0+0)] = 100
Course Contents
Pressurized on farm Irrigation systems: Pipe irrigation, Sprinkler irrigation, Trickle
irrigation. New trends in on farm irrigation: Surge surface irrigation, Subsurface
trickle irrigation. Network control systems: Injection, Mixing and filtration,
Discharge measurements, Pressure measurements, Valves (close, air, wash,
pressure relief). Economics of irrigation systems: Initial costs, Permanent costs,
Feasibility study, Optimum productivity. Mesqas: Earth mesqa, Lined mesqa,
Pipe mesqa, High level mesqa (single lift point, multi lift point). Operation and
maintenance of on farm irrigation systems: Operation management, Maintenance
systems, Monitoring, Training and institutional aspects.
References:
- Hansen, V. E.; Israelsen, O. W. and Stringham, G. E., Irrigation Principles and Practices, ,
1975.
- James, Larry G., Principles of Farm Irrigation System Design, , 1985.
- Karmeli, D.; Peri, G., and Todes, M., Irrigation Systems Design and Operation, , 1985.
- Richard Cuenca, Irrigation System Design, An Engineering Approach, , 1989.
CEI 431 Networks Hydraulics
4th Year: Civil Engineering - Water & Hydraulic Structures (1st Term) Hrs/Week: [(3+2) + (0+0)]
Marks:[(90+35+0) + (0+0+0)] = 125
Course Contents
Distribution networks: Graph theory, Branched network, System reliability,
Governing equations, Analysis techniques, Unsteady flow boundaries, Extended
period simulation, Commercial software, Optimal design of reservoirs, Pump
stations, Practical consideration (control valves, water hammer protection
devices, field testing, leakage control), Case study (complete design of water
distribution system). Collection networks; Design flow (domestic, storm,
drainage), Open channel networks (hydraulics of partial flow in pipes, unsteady
flow), Collection network design (layout, pipes), Optimal design, Practical
considerations (system flushing, leakage control), Water quality, Commercial
software, Case study (complete design of water collection system).
References:
- Jepson, R. W., Analysis of Flow in Pipe Networks, Ann Arbor, 1976.
- Thomas, W., Advanced Water Distribution Modelling and Management, , 2000.
- Thomas, W., Computer Applications in Hydraulic Engineering, , 2002.
- El-Bahrawy, A. N., Spreadsheet Applications in Water Resources, Lecture Notes, 2003.
CEI 432 Environmental Hydrology
4th Year: Civil Engineering - Water & Hydraulic Structures (1st Term) Hrs/Week: [(2+2) + (0+0)]
Marks:[(70+30+0) + (0+0+0)] = 100
Course Contents
Introduction: Hydrologic cycle, Environment and hydrology, Importance of
hydrology. Hydrometeorology: Solar energy, Temperature, Vapor pressure,
Humidity, Wind, Evaporation, Evapotranspiration. Precipitation: Conditions and
types, Rainfall measurements and estimates, Rainfall statistical analysis, Design
storm. Infiltration: Effective factors, Measurements, Estimates. Hydromorphology:
Watershed characteristics, Morphological parameters, Time parameters. Surface
runoff: Peak flow estimate, Storm hydrograph, Unit hydrograph, Mass curves,
Flow and water level measurements. Soil erosion and sedimentation: Effective
factors, Soil loss, Sediment yield. Protection works against flash floods: Storage
and detention works, Roads crossing works, Direction change works, Sediment
traps, Storm water drainage systems. Subsurface hydrology: Soil-water relations,
Characteristics and types of aquifers, Flow through porous media, Well
hydraulics, Sea water intrusion in coastal aquifers. Water quality and pollution
control: Pollution sources, Pollutant transfer mechanisms in surface and
subsurface systems, Protection of water resources against pollution. Introduction
to application of remote sensing and GIS in hydrological studies.
References:
- Linsley, Ray K., Hydrology for Engineers, McGraw Hill Int., Hamburg, 1982.
- Wand, A. D. and Ellio, W. J., Environmental Hydrology, Lewis Publishers, New York, 1995.
- Mecuen, R. H., Hydrologic Analysis and Design, Prentice Hall, New Jersey, 1998.
CEI 433 Pump Stations Engineering
4th Year: Civil Engineering - Water & Hydraulic Structures Hrs/Week: [(2+2) + (0+0)]
Marks: [(70+30+0) + (0+0+0)] = 100
Course Contents
Performance curves: Speed effect, Impeller changes effect, Type of pump effect,
Viscosity effect, Cavitations effect, Net positive suction head effect, Available
suction head effect, Required suction head effect. Pump definition: General-
service pump, Booster pump, Non-clogging pump, Sump pump, Total head, Total
dynamic head, System friction-head curve, Approximated operating head,
Pumps operating in series, Pumps operating in parallel. Pump application:
Pumping arrangement, Economic consideration. Pump selection: Dredge pumps,
Slurry pumps, Deep-well pumps, Water-works irrigation and drainage pumps,
Circulating pumps. Pump Installation: Location of pump units, Suction line inlet,
Size of suction line, Long-radius elbows, Suction header, Eccentric reducers,
Screens, Check valves, Expansion joints, Vent valves, Realigned in field, Pump
levelling. Operation: gate valve, Priming, Foot valve, Priming chamber, Ejectors,
Dry-vacuum pump, Wet-vacuum pump, Automatically priming pump, Time of
priming, Sump-pump design.
References:
- Taylor, H. B. and Moody, L. F., The Hydraulic Turbine in Evolution, Vol. 39, No. 7, Engineers
and Engineering, 1968.
- Thomas, D., Experimental Research in the Field of Water Power, World Power Conference,
London, 1972.
- Marks Handbook, Experimental Research in the Field of Water Power, McGraw Hill, 1986.
CEI 434 Hydraulic Engineering
4th Year: Civil Engineering - Water & Hydraulic Structures Hrs/Week: [(2+2) + (0+0)]
Marks: [(70+30+0) + (0+0+0)] = 100
Course Contents
Introduction to hydraulic structures: Types, Purpose, Components, Hydraulic
design (dimensions and losses). Control and crossing works, Drainage and
pumping stations, Navigation works. Hydraulic design of intakes, Entrances,
Exits, Spillways, Energy dissipators. Loss through trach racks, Filters and
screens. Flow and water measurements in water streams and pipes using
advanced technology. Principles of automatic control in flow through water
streams and pipes. Use of computer programs and spreadsheets in hydraulic
engineering, Pump calculations, Similarity, Operating point, Pump testing,
Specific speed, Variable speed pump. Principles of hydraulic similarity,
Classification of hydraulic models, Dimensional analysis, Distorted and undistorted models.
References:
- Allan Smith; Ernest Hinton and Roland Lewis, Civil Engineering Systems. Analysis and
Design, , 1984.
- El-Bahrawy, Use of Spread Sheets in the Design of Dendritic Distribution Systems, , 1993.
- El-Bahrawy, Use of Spread Sheets Rainfall-Runoff Calculations, , 1996.
Laboratory: Hydraulics Lab
- Modeling of Flow through Pipes
- Modeling of Open Channel Flow Uniform Open Channel Flow (weirs, spillways, hydraulic jump,
movable bed models)
- Pump Modeling
CEI 435 Environmental Hydraulics
4th Year: Civil Engineering - Water & Hydraulic Structures Hrs/Week: [(2+2) + (0+0)]
Marks: [(70+30+0) + (0+0+0)] = 100
Course Contents
Introduction: Hydraulics and the environment, Water quality and pollution
sources, Pollutant transport mechanism and hydrodynamic equations and
boundary conditions in different water bodies. Water streams, Rivers, Lakes,
Groundwater, Coasts, Estuaries and wetlands. Sediment transport and scour in
water streams. Thermal pollution in water bodies. Hydraulic simulation of
environmental problems, Engineering solutions and environment protection.
References:
- Thomann and Muller, Surface Water Quality Modelling, Prentice Hall, 1994.
- Chin, David A., Water-Resources Engineering, , 2000.
CEI 441 Design of Irrigation Works (2)
4th Year: Civil Engineering - Water & Hydraulic Structures (Cont.)Hrs/Week: [(2+2) + (2+2)]
Marks:[(70+30+0) + (70+30+0)] = 200
Course Contents
Heading up structures: Weirs: Weirs function, Types of weirs, Stability of gravity
weirs, Hydraulic of weirs, Static design of the floor for percolation, Uplift and
scour. Regulators and barrages: Types of regulators and component parts of the
regulator, Hydraulic design of the waterway, Hydraulic and static design of piers
under different cases of loading, Static design of floor for percolation and scour,
Static design of gates and winch structure. Navigation structures: Symmetrical
and unsymmetrical locks: Main elements of locks, Dimensioning of lock chamber,
Methods of emptying and filling the lock chamber, Hydraulic design of side
culverts, Hydraulic and static design of landing wall, Guide pier, Thrust wall,
Floor. Storage works: Introduction to dams and reservoirs.
References:
- Leliavisky, S., Dams, , 1985.
- Leliavisky, S., Regulators and Barrages, , 1985.
- Leliavisky, S., Syphons, Weirs and Locks, , 1985.
- Novak, P.; Moffat, A.; Nalluri, C. and Narayanan, R., Hydraulic Structures, , 1996.
CEI 442 Water Structures Design
4th Year: Civil Engineering - Water & Hydraulic Structures (2nd Term) Hrs/Week: [(0+0) + (4+3)]
Marks:[(0+0+0) + (125+50+0)] = 175
Course Contents
Structural design of irrigation and storage structures using conventional and
modern materials: Underground tanks, Balancing (compensating) elevated tanks,
Arch dams, Buttressed dams, Spillways, Stilling basins, Regulators, Gates
vertical and radial, Winch structure used for lifting regulators gates, Steel bridges
on water structures.
References:
- Leliavisky, S., Regulators and Barrages, , 1985.
- USBR, Design of Small Dams, Handbook, 1987.
- Novak, P.; Moffat, A.; Nalluri, C. and Narayanan, R., Hydraulic Structures, , 1996.
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