applied hydraulics Posts

Read
Write

0

votes

0

answers

496

views

0

answers

Explain with neat sketch Laminar Turbulent layer theory.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

2

votes

0

answers

3.0k

views

0

answers

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 2.1 years ago by sagarkolekar ★ 11k

0

votes

0

answers

1.5k

views

0

answers

What should be the height of the hump? N= 0.015

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

1

vote

0

answers

1.8k

views

0

answers

Prove that head loss in a hydraulic jump formed in a rectangular channel may be expressed as :

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

1

vote

0

answers

958

views

0

answers

Write a short note on Specific Energy and Specific Energy curve.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

678

views

0

answers

Write a short note on Hydraulic Jump and Standing Wave.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

819

views

0

answers

Write short note on Loss of Energy in Hydraulic Jump and derive the equation for the same

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

795

views

0

answers

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 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

518

views

0

answers

Explain Critical flow and Alternate depth concept.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

594

views

0

answers

Write a short note on Boundary Layer Theory.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

1

vote

0

answers

558

views

0

answers

Take density of air $1.24 kg/m^3$ .

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

1.2k

views

0

answers

Derive an expression for Drag force on a flat plate due to Boundary layer. (Von-Karman Momentum Integral equation).

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

2

votes

0

answers

1.9k

views

0

answers

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 2.4 years ago by sagarkolekar ★ 11k

1

vote

0

answers

676

views

0

answers

Assume suitable values of Kutters velocity coefficient and use Kennedys method.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

1

vote

0

answers

2.7k

views

0

answers

Derive the expression for the depth of Hydraulic Jump.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

562

views

0

answers

Derive the equation for Drag and Lift force.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

658

views

0

answers

Explain forces exerted by a flowing fluid on a stationary body.

applied hydraulics updated 2.2 years ago by sagarkolekar ★ 11k

2

votes

0

answers

1.4k

views

0

answers

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 2.2 years ago by sagarkolekar ★ 11k

0

votes

0

answers

669

views

0

answers

Find the bottom slope necessary for uniform flow with depth of flow as 300mm. Also find conveyance K of the channel.

applied hydraulics updated 2.4 years ago by Krishna_Agrawal • 2.7k

0

votes

0

answers

588

views

0

answers

Write a Short Note on Pressure Drag and Shear Drag.

applied hydraulics updated 2.4 years ago by sagarkolekar ★ 11k

0

votes

0

answers

576

views

0

answers

Write a Short Note on Stream lined bodies & Bluff bodies.

applied hydraulics updated 2.4 years ago by sagarkolekar ★ 11k

0

votes

0

answers

1.3k

views

0

answers

Also find the speed of the rotation of the cylinder which will give only Stagnation point.

applied hydraulics updated 2.4 years ago by sagarkolekar ★ 11k

0

votes

0

answers

559

views

0

answers

Find the wetted perimeter and slope of the designed ee channel if Mannings constant = 0.014

applied hydraulics updated 2.4 years ago by sagarkolekar ★ 11k

0

votes

0

answers

922

views

0

answers

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 2.4 years ago by sagarkolekar ★ 11k

<prev • 24 results • page 1 of 1 • next >