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mitali.poojari1908

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Top contributions by mitali.poojari1908

5
votes
1
answer
18k
views
1
answer
Derive the condition for most economical trapezoidal section.
applied hydraulics updated 20 months ago by DevarenjiniP • 3.0k
10
votes
1
answer
10k
views
1
answer
Design irrigation channel to carry 50 cumecs of discharge. The channel is to be laid at a slope of 1 in 4000.Take Critical Velocity ratio for the soil as 1.1 Use Kutters Rugosity coefficient as 0.023
applied hydraulics updated 21 months ago by Krishna_Agrawal • 2.6k
1
vote
1
answer
7.8k
views
1
answer
Derive the conditions for most economical Circular section of channel.
applied hydraulics updated 18 months ago by RakeshBhuse • 3.1k
3
votes
1
answer
6.5k
views
1
answer
Determine the length of the backwater curve by an afflux of 2m in a rectangular channel of width 40m and depth 2.5m. The slope of the bed is given as 1 in 11000. Take Mannings constant as 0.03
applied hydraulics updated 21 months ago by sagarkolekar ★ 10k
1
vote
1
answer
5.8k
views
1
answer
Design a regime channel for discharge of 50cumec and silt factor 1.1. Use Laceys theory.
applied hydraulics updated 18 months ago by RakeshBhuse • 3.1k
2
votes
1
answer
5.7k
views
1
answer
Find the displacement thickness, momentum thickness and energy thickness for the velocity distribution in boundary layer given by:
applied hydraulics updated 18 months ago by RakeshBhuse • 3.1k
0
votes
1
answer
5.6k
views
1
answer
Derive the dynamic equation for Gradually Varied Flow.
applied hydraulics updated 18 months ago by sagarkolekar ★ 10k
1
vote
1
answer
4.8k
views
1
answer
The discharge of water through a rectangular channel of width 8m is 15 m3/sec when depth of flow of water is 1.2m Find
applied hydraulics updated 18 months ago by RakeshBhuse • 3.1k
1
vote
1
answer
4.5k
views
1
answer
Derive the expression for Length of Backwater curve.
applied hydraulics updated 17 months ago by RakeshBhuse • 3.1k
5
votes
1
answer
4.3k
views
1
answer
The specific energy for 3m wide channel is 3kg-m/kg. What would be the maximum possible discharge.
applied hydraulics updated 17 months ago by RakeshBhuse • 3.1k
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