2. A contracted rectongular sh arp- crested weirhead2m longdischorges waterunderthe dischargeof 0. Sm. Compute e. using francisFurmala iF it has two -end contraction.3. The dischargeweir is O.34 th>%s. If the is 2. 4m,det.using.a rectang ul ar suppresedlengththruthe had, H. Neglect roluăty of approach.

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2. A contracted rectanqular sh arp. crested weir 2m lang of 0.Sm. Compute the dischorge using francis Furm ula if it 'has two - end contraction. 3. The discharge thru weir is O.34 th³/s. If the is 2. 4m, det. discharges water the disch orge under head a rectang ular supprosted length the had, H. Neglect voluăty of approach.

2. A contracted rectanqular sh arp. crested weir 2m lang of 0.Sm. Compute the dischorge using francis Furm ula if it 'has two - end contraction. 3. The discharge thru weir is O.34 th³/s. If the is 2. 4m, det. discharges water the disch orge under head a rectang ular supprosted length the had, H. Neglect voluăty of approach.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Solution added
MC X Z Post Attendee-Z X courses/29558/quizzes/169851/take Z Post Attendee-Z X Z Post Attendee-Z X Z Post A gravity concrete dam has a vertical upstream face, a crest width of 2.0 m and a base width of 20 m. The height of water above the heel if 6 m. and the freeboard height is 1.5 m. No water at the toe of the dam. a. draw the distribution of pressure on the dam upstream face and determine the total pressure on the upstream face and location of the center of pressure. b. draw the distribution of the uplift force and determine the total uplift force and its location on the base of the dam. c. determine the total weight of the dam if concrete weighs 23.56 kN/m3 and determine the point where the total weight will be acting on the dam. d. considering the hydrostatic pressure, uplift force and weight of the dam, calculate the righting moment and overturning moment, and the factor of safety against overturing. e, calculate the factor of safety against sliding if the coefficient of friction…
Pf=2