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Dams & Hydraulic Structures (October 2010)

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Total No. of Questions : 12] P1030 [Total No. of Pages : 3 [3864]-119 B.E. (Civil) DAMS AND HYDRAULIC STRUCTURES (2003 Course) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates: 1) 2) 3) 4) 5) 6) 7) 8) Q. 1 or Q. 2, Q. 3 or Q. 4, Q. 5 or Q. 6 from section-I Q. 7 or Q. 8, Q. 9 or Q. 10, Q. 11 or Q. 12 from section-II. Answer any three questions from each section. Answer three questions from section-I and three questions from section-II. Answers to the two sections should be written in separate books. Neat diagrams must be drawn wherever necessary. Figures to the right indicate full marks. Use of logarithmic tables, slide rule, Mollier charts, electronic pocket calculator and steam tables is allowed. Assume suitable data, if necessary. SECTION - I Q1) a) Discuss the various investigations required to be carried out to determine [8] the most suitable site for a dam. b) Explain the terms : i) ii) [8] Rockfill dam. Balloon dams. OR Q2) a) Discuss the various factors which govern the selection of type of dam.[8] b) i) ii) Explain the dam instrumentation-uplift cell inclinometer & strainmeter. What are the limitations of watershed management. [8] Q3) a) Discuss in brief various investigations required for reservoir planning.[8] b) Design an elementary profile of a gravity dam to store water upto a depth of 50 m. Assume uplift factor = 0.75 specific weight of dam material = 24 kN/m3 coefficient of friction = 0.7. Also calculate principal & shear stresses at heel and toe. [10] P.T.O.

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Additional Info : 2003 Course
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