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.

Answered: Image /qna-images/answer/139c8360-be5c-4f40-93d9-58afc7cc78c8.jpg

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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