%000docs.google.com/formsanswer directly on form.Part-l: Give the answer for the "Two"of the following problemsAnswer "Two" from the following problemsPl: A trapczoidal channel its side slope and bed slope are 1.2 and 0.002respectively. For the ratio of depth to bed width equal 0.7, find thenormal depth and the bed width to carry a discharge 10 m/s. Usen-0.015P2: A rectangular channel of 4m in width has Manning's n-0.025. Fordischarge 6m'is in this channel, identify and draw the possible GVFprofiles for the following break in grades of this channel (change in bedslopes): (a) Sol-0.0004 to So2-0.015 (b) Sol-0.005 to So2-0.0004.P3: A 0.3m diameter smooth galvanized iron pipe convey Q 0.2m'/s,for r=10"m/s, C=110. Find the head losses duc to friction for3000m distance of this pipe by using both Darcy-Weisbach and Hazen-William formulas.Pdf. al. K...

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Answer "Two" from the following problems Pl: A trapczoidal channel its side slope and bed slope are 1.2 and 0.002 respectively. For the ratio of depth to bed width equal 0.7, find the normal depth and the bed width to carry a discharge 10 m's. Use n-0.015 P2: A rectangular channel of 4m in width has Manning's n-0,025, For

Answer "Two" from the following problems Pl: A trapczoidal channel its side slope and bed slope are 1.2 and 0.002 respectively. For the ratio of depth to bed width equal 0.7, find the normal depth and the bed width to carry a discharge 10 m's. Use n-0.015 P2: A rectangular channel of 4m in width has Manning's n-0,025, For

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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