Semester : SEMESTER 4
Subject : Fluid Mechanics- II
Year : 2020
Term : SEPTEMBER
Branch : CIVIL ENGINEERING
Scheme : 2015 Full Time
Course Code : CE 206
Page:3
a)
b)
௦)
02000CE206052001
in terms of dimensionless parameters using Buckingham 7- theorem as
− ⋃ Q
ി ما ' ചവ”
Find the slope of free water surface in a rectangular channel of width 3 m and
depth of flow 0.75 m. The discharge through the channel is 0.84 115. The bed
of the channel is having a slope of 0.15 m per km. Assume Chezy’s constant, C
as 55.
With a neat sketch explain the characteristics of water surface profile in critical
sloped channels.
A 1: 50 spillway model has a discharge of 1.25 m°/s. What is the corresponding
prototype discharge? If a flood phenomenon takes 12 hours to occur in the
prototype, how long should it take in the model?
Page 3 of 3
(5)
(5)
(10)