WATER RESOURCES AND IRRIGATION ENGINEERING Notes CE6703

CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Notes free pdf download Regulation 2013 Anna University. CE6703 Notes free download.

CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Notes TEXTBOOKS:

3.  Linsley R.K. and Franzini J.B, “Water Resources Engineering”, McGraw-Hill Inc, 2000.
4. Punmia B.C., et. al; Irrigation and water power Engineering, Laxmi Publications, 16th Edition, New Delhi, 2009
5. Garg S. K., “Irrigation Engineering and Hydraulic structures”, Khanna Publishers, 23rd Revised Edition, New Delhi, 2009

CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Notes REFERENCES:

5. Duggal, K.N. and Soni, J.P., “Elements of Water Resources Engineering”, New Age International Publishers, 2005
6. Chaturvedi M.C., “Water Resources Systems Planning and Management”, Tata McGraw- Hill Inc., New Delhi, 1997.
7. Michael A.M., Irrigation Theory and Practice, 2nd Edition, Vikas Publishing House Pvt. Ltd., Noida, Up, 2008
8. Dilip Kumar Majumdar, “Irrigation Water Management”, Prentice-Hall of India, New Delhi, 2008.
9. Asawa, G.L., “Irrigation Engineering”, NewAge International Publishers, New Delhi, 2000.

CE6703 WATER RESOURCES AND IRRIGATION ENGINEERING Notes Engineering economy in water resources planning:

All Water Resources projects have to be cost evaluated.
This is an essential part of planning.

Since, generally, such projects would be funded by the respective State Governments, in which the project would be coming up it would be helpful for the State planners to collect the desired amount of money, like by issuing bonds to the public, taking loans from a bank, etc.

Since a project involves money, it is essential that the minimum amount is spent, under the given constraints of project construction.

Hence, a few feasible alternatives for a project are usually worked out. For example, a project involving a storage dam has to be located on a map of the river valley at more than one possible location, if the terrain permits.

In this instance, the dam would generally be located at the narrowest part of the river valley to reduce cost of dam construction, but also a couple of more alternatives would be selected since there would be other features of a dam whose cost would dictate the total cost of the project.

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Prestressed Concrete Structures Notes CE6702

Prestressed Concrete Structures Notes CE6702 free download Regulation 2013 Anna University. CE6702 Notes free pdf download Regulation 2013.

OUTCOMES Prestressed Concrete Structures Notes CE6702:

 Student shall have a knowledge on methods of prestressing and able to design various prestressed concrete structural elements.

TEXTBOOKS Prestressed Concrete Structures Notes CE6702:

Krishna Raju N., “Prestressed concrete”, 5th Edition, Tata McGraw Hill Company, New Delhi, 2012

Pandit.G.S. and Gupta.S.P., “Prestressed Concrete”, CBS Publishers and Distributers Pvt. Ltd, 2012.

REFERENCES Prestressed Concrete Structures Notes CE6702:

Rajagopalan.N, “Prestressed Concrete”, Narosa Publishing House, 2002.

Dayaratnam.P., “Prestressed Concrete Structures”, Oxford and IBH, 2013.

Lin T.Y. and Ned.H.Burns, “Design of prestressed Concrete Structures”, Third Edition, Wiley India Pvt. Ltd., New Delhi, 2013.

IS1343:1980, Code of Practice for Prestressed Concrete, Bureau of Indian Standards, New Delhi, 2012.

In post tensioning the concrete units are first cast by incorporating ducts or grooves to house the tendons.

When the concrete attains sufficient strength, the high tensile wires are tensioned by means of jack bearing on the end face of the members and anchored by wedges or nuts.

The forces are transmitted to the concrete by means of the end anchorages and when the cable is curved, through the radial pressure between the cable and the duct.

The space between the tendons and the duct is generally grouted after the tensioning operations.

An Over reinforced members fail by the sudden crushing of concrete. The failure being reinforced members fail by the sudden crushing of concrete.

The failure being characterized by small deflections and narrow cracks, the area of steel being comparatively large, the stresses
developed in steel at failure of the member may not reach the tensile strength.

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 Structural Dynamics and Earthquake Engineering notes CE6701

Structural Dynamics and Earthquake Engineering notes CE6701 free download Regulation 2013 Anna University. CE6701 notes free pdf download.

TEXTBOOKS CE6701 Structural Dynamics and Earthquake Engineering Notes:

Chopra, A.K., “Dynamics of Structures – Theory and Applications to Earthquake Engineering”, 4th Edition, Pearson Education, 2011.

Agarwal. P and Shrikhande. M., “Earthquake Resistant Design of Structures”, Prentice Hall of India Pvt. Ltd. 2007.

Structural Dynamics and Earthquake Engineering Notes REFERENCES:

3. Biggs, J.M., “Introduction to Structural Dynamics”, McGraw Hill Book Co., New York, 1964.
4. Dowrick, D.J., “Earthquake Resistant Design”, John Wiley & Sons, London, 2009.
5. Paz, M. and Leigh.W. “Structural Dynamics – Theory & Computation”, 4th Edition, CBS Publishers & Distributors, Shahdara, Delhi, 2006.

The importance of Structural Dynamics is to find the behaviour of a structure when subjected to some action. This can be done by means of dynamics loads or vibration. Vibration is the motion of a particle or a body or a system of concentrated bodies having been displaced from a position of equilibrium, appearing as oscillation. Vibration is the study of repetitive motion of objects relative to a stationery frame of reference or equilibrium position. The system tends to return to its original equilibrium position under the action of restoring forces.

Concept of Vibration CE6701 Structural Dynamics and Earthquake Engineering notes

All bodies having mass and elasticity are capable to vibrate. The mass is inherent in the body and elasticity cause relative motion among its parts. When body particles are displaced application of external force, the internal forces in the form of elastic energy present in the body, try to bring it to its original position. At equilibrium position, the whole of the elastic energy is converted into kinetic energy and the body continuous to move in the opposite direction because of it. The whole of the kinetic energy is again converted into elastic due to which the body returns to the equilibrium position.

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CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506 Regulation 2013 Anna University free download. CE6506 Notes free pdf download.

UNIT I CONCRETE TECHNOLOGY (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Cements – Grade of cements – concrete chemicals and Applications – Grade of concrete -manufacturing of concrete – Batching – mixing – transporting – placing – compaction of concrete – curing and finishing – Testing of fresh and hardened concrete – quality of concrete – Extreme Weather Concreting – Ready Mix Concrete – Non-destructive testing.

UNIT II CONSTRUCTION PRACTICES (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Specifications, details and sequence of activities and construction co-ordination – Site Clearance – Marking – Earthwork – masonry – stone masonry – Bond in masonry – concrete hollow block masonry – flooring – damp proof courses – construction joints – movement and
expansion joints – pre cast pavements – Building foundations – basements – temporary shed – centering and shuttering – slip forms – scaffoldings – de-shuttering forms – Fabrication and erection of steel trusses – frames – braced domes – laying brick –– weather
and water proof – roof finishes – acoustic and fire protection.

UNIT III SUB STRUCTURE CONSTRUCTION (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Techniques of Box jacking – Pipe Jacking -under water construction of diaphragm walls and basement-Tunneling techniques – Piling techniques – well and caisson – sinking cofferdam –
cable anchoring and grouting-driving diaphragm walls, sheet piles – shoring for deep cutting – well points -Dewatering and stand by Plant equipment for underground open excavation.

UNIT IV SUPER STRUCTURE CONSTRUCTION (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Launching girders, bridge decks, off shore platforms – special forms for shells – techniques for heavy decks – in-situ pre-stressing in high rise structures, Material handling – erecting light weight components on tall structures – Support structure for heavy Equipment and
conveyors -Erection of articulated structures, braced domes and space decks.

UNIT V CONSTRUCTION EQUIPMENT (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Selection of equipment for earth work – earth moving operations – types of earthwork equipment – tractors, motor graders, scrapers, front end waders, earth movers – Equipment for foundation and pile driving. Equipment for compaction, batching and mixing and concreting – Equipment for material handling and erection of structures – Equipment for dredging, trenching, tunneling

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