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praneethatarigopala

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Top contributions by praneethatarigopala

5
votes
1
answer
39k
views
1
answer
Derive the condition for most economical trapezoidal section.
applied hydraulics updated 4.4 years ago by 19bcs3866 • 10
2
votes
1
answer
16k
views
1
answer
Derive the conditions for most economical Circular section of channel.
applied hydraulics updated 4.2 years ago by rjran106 • 20
11
votes
1
answer
16k
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 4.4 years ago by yerasylmakulbe671 • 10
1
vote
1
answer
12k
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 4.2 years ago by rjran106 • 20
2
votes
1
answer
12k
views
1
answer
Find the displacement thickness, momentum thickness and energy thickness for the velocity distribution in boundary layer given by:
applied hydraulics updated 4.2 years ago by rjran106 • 20
2
votes
1
answer
11k
views
1
answer
Design a regime channel for discharge of 50cumec and silt factor 1.1. Use Laceys theory.
applied hydraulics updated 4.2 years ago by rjran106 • 20
0
votes
1
answer
9.8k
views
1
answer
Derive the dynamic equation for Gradually Varied Flow.
applied hydraulics updated 4.2 years ago by phenjoisilab • 0
3
votes
1
answer
9.3k
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 4.4 years ago by phenjoisilab • 0
1
vote
1
answer
8.1k
views
1
answer
Derive the expression for Length of Backwater curve.
applied hydraulics updated 4.1 years ago by rjran106 • 20
2
votes
1
answer
7.5k
views
1
answer
Find the bed slope of trapezoidal channel of bed width 6m,depth of water 3m and side slope 3H:4V, when the discharge through the channel is $30m^3/sec$, C=70.
applied hydraulics updated 4.3 years ago by rjran106 • 20
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