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2
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3.2k
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Water flows at a velocity of 1m/s and a depth of 2m in open channel of rectangular cross section 3m wide.
applied hydraulics updated 2.6 years ago by sagarkolekar ★ 11k
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2.8k
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Derive the expression for the depth of Hydraulic Jump.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
2
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2.1k
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Find the discharge through a circular pipe of diameter 3m, depth of water in pipe is 1m and pipe is laid on a slope of 1in 1000. Take C=70
applied hydraulics updated 2.9 years ago by sagarkolekar ★ 11k
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1.8k
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Prove that head loss in a hydraulic jump formed in a rectangular channel may be expressed as :
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
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1.6k
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What should be the height of the hump? N= 0.015
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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1.5k
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Also find the speed of the rotation of the cylinder which will give only Stagnation point.
applied hydraulics updated 2.9 years ago by sagarkolekar ★ 11k
2
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1.5k
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Write short Note on i) Critical depth, ii) Critical Velocity and iii) Minimum specific energy, in terms of Critical depth with respective derivatives.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
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1.3k
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Derive an expression for Drag force on a flat plate due to Boundary layer. (Von-Karman Momentum Integral equation).
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
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1.0k
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Write a short note on Specific Energy and Specific Energy curve.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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994
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Determine the best slope for the most economical trapezoidal section or Prove That trapezoidal section is most economical if$ \theta = 60^0, b=2d/ \sqrt{3}, P=3b. $
applied hydraulics updated 2.9 years ago by sagarkolekar ★ 11k
0
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916
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The discharge through the channel is $50m^3/s$ .The bed of the channel in having a slope of 1in 4000. C=60
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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907
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Write short note on Loss of Energy in Hydraulic Jump and derive the equation for the same
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
1
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769
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0
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Assume suitable values of Kutters velocity coefficient and use Kennedys method.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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760
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Find the bottom slope necessary for uniform flow with depth of flow as 300mm. Also find conveyance K of the channel.
applied hydraulics updated 2.9 years ago by Krishna_Agrawal • 2.7k
0
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749
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0
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Write a short note on Hydraulic Jump and Standing Wave.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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703
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Explain forces exerted by a flowing fluid on a stationary body.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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671
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0
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Write a Short Note on Pressure Drag and Shear Drag.
applied hydraulics updated 2.9 years ago by sagarkolekar ★ 11k
0
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650
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Write a short note on Boundary Layer Theory.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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642
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Write a Short Note on Stream lined bodies & Bluff bodies.
applied hydraulics updated 2.9 years ago by sagarkolekar ★ 11k
0
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636
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0
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Find the wetted perimeter and slope of the designed ee channel if Mannings constant = 0.014
applied hydraulics updated 2.9 years ago by sagarkolekar ★ 11k
1
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635
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0
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Take density of air $1.24 kg/m^3$ .
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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0
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626
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0
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Derive the equation for Drag and Lift force.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
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590
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0
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Explain Critical flow and Alternate depth concept.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
0
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570
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0
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Explain with neat sketch Laminar Turbulent layer theory.
applied hydraulics updated 2.7 years ago by sagarkolekar ★ 11k
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