A jet of water having a velocity of 20 m/s strikes a series of plates fixed radially on a wheel revolving in the same direction as the jet at 15 m/s. What is the percentage efficiency of the plates? (round off to one decimal place)
Step 1: Given data.
Jet velocity, \( V = 20 \, \text{m/s} \)
Plate velocity, \( u = 15 \, \text{m/s} \)
Step 2: Work done per unit weight of water.
The work done per unit weight is proportional to the product of plate velocity and the difference between jet velocity and plate velocity:
\[
W \propto u (V - u)
\]
Step 3: Efficiency of the plates.
Efficiency is defined as the ratio of work done to the kinetic energy of the jet:
\[
\eta = \frac{2u (V - u)}{V^2}
\]
Step 4: Substitution.
\[
\eta = \frac{2 \times 15 (20 - 15)}{20^2}
= \frac{2 \times 15 \times 5}{400}
= \frac{150}{400}
= 0.375
\]
Step 5: Convert to percentage.
\[
\eta \times 100 = 37.5 %
\]
\[
\boxed{ \text{Efficiency of the plates = 37.5%} }
\]
The critical flow condition in a channel is given by [Note: $\alpha$ – kinetic energy correction factor; $Q$ – discharge; $A_c$ – cross-sectional area of flow at critical flow condition; $T_c$ – top width of flow at critical flow condition; $g$ – acceleration due to gravity]
The pressure in a pipe at X is to be measured by an open manometer as shown in the figure. Fluid A is oil with a specific gravity of 0.8 and Fluid B is mercury with a specific gravity of 13.6. The absolute pressure at X is kN/m\(^2\). (round off to one decimal place).}
[Assume Density of water = 1000 kg/m³, gravity = 9.81 m/s², atmospheric pressure = 101.3 kN/m².]
A hydraulic jump occurs in a 1.0 m wide horizontal, frictionless, rectangular channel, with a pre-jump depth of $0.2$ m and a post-jump depth of $1.0$ m. Take g=10 m/s^2. The values of the specific force at the pre-jump and post-jump sections are the same and are equal to (in m$^3$, rounded off to two decimal places)
The Rational Method formula for estimating peak runoff is given as \(Q = \frac{CiA}{360}\). For the result \(Q\) to be in cubic meters per second (\(m^3/s\)), what must be the units of rainfall intensity (\(i\)) and catchment area (\(A\))?
| Point | Staff Readings Back side | Staff Readings Fore side | Remarks |
|---|---|---|---|
| P | -2.050 | - | 200.000 |
| Q | 1.050 | 0.95 | Change Point |
| R | - | -1.655 | - |