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11
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1
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14k
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1
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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 2.6 years ago by Krishna_Agrawal • 2.7k
7
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1
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67k
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1
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Problems related to force exerted by Jet
applied hydraulics updated 5.3 years ago by teamques10 ★ 66k
5
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1
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5.5k
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1
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A rectangular channel carries water at the rate of 400lps when bed slope is 1 in 2000. Find the most economical dimension of channel if C=50.
applied hydraulics updated 2.4 years ago by RakeshBhuse • 3.2k
3
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1
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7.9k
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1
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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 2.6 years ago by sagarkolekar ★ 11k
5
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1
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5.3k
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1
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The specific energy for 3m wide channel is 3kg-m/kg. What would be the maximum possible discharge.
applied hydraulics updated 2.2 years ago by RakeshBhuse • 3.2k
3
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1
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3.9k
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1
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A hydraulic jump forms at the downstream end of the spillway carrying $17.93 m^3/s$ discharge if the depth before jump is 0.8m. Determine the depth after jump and the energy losses.
applied hydraulics updated 2.4 years ago by RakeshBhuse • 3.2k
7
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1
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24k
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1
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A centrifugal pump is running at 1000 rpm. The outlet vane angle of the impeller is $45^\circ $ and the velocity of flow at the outlet is 2.5 m/s
applied hydraulics updated 21 months ago by sagarkolekar ★ 11k
3
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1
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20k
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1
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Unit Quantities: 1] Unit speed. 2] Unit discharge. 3] Unit Power.
applied hydraulics updated 5.2 years ago by teamques10 ★ 66k
1
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1
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1.0k
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1
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Assume$ Cd = 0.5, \rho = 1.25 kg/m^3$.
applied hydraulics updated 2.3 years ago by RakeshBhuse • 3.2k
5
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1
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9.6k
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1
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A turbine is to operate under a head of 20 m at 200 rpm. The discharge is 9 cumec. If the efficiency is 90%,Determine the performance of the turnbine under a head of 20m
applied hydraulics updated 7.3 years ago by teamques10 ★ 66k
7
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1
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37k
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1
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An inward flow reaction turbine has internal and external diameters ad 0.45 m and 0.9m respectively. The turbine is running at 200 rpm and width of turbine at inlet is 200 mm.
applied hydraulics updated 7.3 years ago by teamques10 ★ 66k
1
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1
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5.8k
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1
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A water available for pelton wheel is 4$m^{3}/s$ and the total head from reservoir to nozzle is 250 m. The turbine has 2 runners with 2 jets per runner. All four jets have the same diameter.
applied hydraulics updated 4.7 years ago by teamques10 ★ 66k
3
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1
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7.1k
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1
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Find the diameter of the runner, its speed and the specific speed of the turbine.
applied hydraulics updated 5.2 years ago by teamques10 ★ 66k
1
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1
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1.8k
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1
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Derive Relationship of Specific speed (Ns) and shape of Runner
applied hydraulics updated 4.7 years ago by teamques10 ★ 66k
1
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1
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4.6k
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1
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Find the specific energy of flowing water through a rectangular channel of width 5m
applied hydraulics updated 5.2 years ago by teamques10 ★ 66k
6
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1
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21k
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1
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A pelton wheel is having a mean bucket diameter of 1m and is running at 1000 r.p.m The net head on the pelton wheel is 700m,
applied hydraulics updated 5.2 years ago by teamques10 ★ 66k
1
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1
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1.2k
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1
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Prove that the three sides of the trapezoidal section of most economical section are tangential to the semi circle on the water line
applied hydraulics updated 2.4 years ago by RakeshBhuse • 3.2k
7
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1
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3.7k
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1
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The specific energy for 5m wide rectangular channel is 4Nm/N. If rate of flow of water is through the channel is $20m^3/s.$ Determine the alternate depth of flow.
applied hydraulics updated 2.4 years ago by Krishna_Agrawal • 2.7k
5
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1
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21k
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1
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Internal and external diameters of impeller of a centrifugal pump are 200 mm and 400 mm respectively The pump us running at 1200 rpm. The vane angles of impeller radially and velocity flow constant.
applied hydraulics updated 4.7 years ago by teamques10 ★ 66k
5
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1
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18k
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1
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A 45 degree reducing bend is connected in a pipe line, the diameters at the inlet and outlet of the bend being 600 mm and 300 mm respectively.
applied hydraulics updated 5.2 years ago by teamques10 ★ 66k
5
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1
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26k
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1
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Derive the condition for most economical trapezoidal section.
applied hydraulics updated 2.5 years ago by DevarenjiniP • 3.1k
1
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1
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2.9k
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1
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Explain Uniform flow.
applied hydraulics updated 5.2 years ago by teamques10 ★ 66k
1
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1
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2.4k
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1
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Derive the expression for Lift force acting on the rotating cylinder. (Kutta Joukowski equation)
applied hydraulics updated 2.2 years ago by RakeshBhuse • 3.2k
1
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1
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2.2k
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1
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When the approach depth of flow is 2m, what rate of flow will be indicated by a drop of 0.15m in the water surface elevation at the contracted section.
applied hydraulics updated 2.3 years ago by Chandan15 • 300
1
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1
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8.9k
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In 1 in 40 model of spillway, the velocity and discharge are 2m/s and 2.5 m$^{3}s$. Find the corresponding velocity and discharge in prototype.
applied hydraulics updated 5.3 years ago by teamques10 ★ 66k
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