Physics

Fluid Mechanics and Hydraulics

376 Questions

Fluid mechanics and hydraulics questions address the principles of fluid flow, pipe resistance, and open channel dynamics. The topics include Bernoulli equation, Navier-Stokes equation, and hydrograph calculations. These concepts are crucial for civil and mechanical engineering competitive examinations.

Fluid flow equationsOpen channel flowPipe frictionHydraulic jumpHydrograph analysis

Fluid Mechanics and Hydraulics Questions

Multiple choice
  1. $\frac{\partial q}{\partial x} = 0$
  2. $\frac{\partial Q}{\partial x} = 0$
  3. $\frac{\partial Q}{\partial x} -q = 0$
  4. $\frac{\partial Q}{\partial x} +q = 0$
Reveal answer Fill a bubble to check yourself
B Correct answer
Explanation

For steady flow with lateral inflow, the change in discharge along the channel is equal to the lateral inflow rate. The continuity equation reflects this balance.

Multiple choice
  1. 2.24 m2/s

  2. higher than 2.24 m2/s by 4%

  3. higher than 2.24 m2/s by 2%

  4. choked

Reveal answer Fill a bubble to check yourself
C Correct answer
Explanation

In a steep channel, flow is often governed by normal depth. Using Manning's equation, Q is proportional to the square root of the slope. A 4% increase in slope leads to a 2% increase in discharge.

Multiple choice
  1. 0.0115 N

  2. 0.0118 N

  3. 0.0231 N

  4. 0.0376 N

Reveal answer Fill a bubble to check yourself
A Correct answer
Explanation

The submerged weight of the plate equals the drag force at terminal velocity. Calculate the Reynolds number, determine the drag coefficient, and solve for the drag force.

Multiple choice
  1. 125.50 m3/s

  2. 105.50 m3/s

  3. 77.77 m3/s

  4. 70.37 m3/s

Reveal answer Fill a bubble to check yourself
B Correct answer
Explanation

The effective rainfall is calculated as (2.7 - 0.3 * 3) = 1.8 cm. The peak flow of the unit hydrograph is (Peak Flow - Base Flow) / Effective Rainfall = (210 - 20) / 1.8 = 190 / 1.8 = 105.55 m^3/s.

Multiple choice
  1. large G values with short t

  2. large G values with long t

  3. small G values with long t

  4. small G values with short t

Reveal answer Fill a bubble to check yourself
D Correct answer
Explanation

To produce dense flocs, a lower velocity gradient (G) is required to prevent floc breakage, while a longer detention time (t) allows for sufficient collision and growth.

Multiple choice
  1. 0.04 mm

  2. 0.21 mm

  3. 1.92 mm

  4. 6.64 mm

Reveal answer Fill a bubble to check yourself
B Correct answer
Explanation

Using Stokes' law, settling velocity vs = g(G-1)d^2 / (18*nu). The removal efficiency is 100% if vs >= depth / (length / velocity). Solving for d gives approximately 0.21 mm.

Multiple choice
  1. 10.19 m

  2. 6.89 m

  3. 6.15 m

  4. 2.86 m

Reveal answer Fill a bubble to check yourself
C Correct answer
Explanation

NPSH_available = (Patm - Pvap)/gamma - Hs - Hf. 3.3 = (100 - 0.44*9.81)/9.81 - Hs - 0.3. Solving for Hs gives 6.15 m.

Multiple choice
  1. $\omega_y = 0; \omega_z = \frac{y}{2h}$
  2. $\omega_y = 0; \omega_z = - \frac{y}{h}$
  3. $\omega_y = 0; \omega_z = \frac{y}{h}$
  4. $\omega_y = \frac{y}{h}; \omega_z = 0$
Reveal answer Fill a bubble to check yourself
A Correct answer
Explanation

Rotation rate omega_z = 0.5 * (dv/dx - du/dy). Given u = V*y/h, du/dy = V/h. omega_z = -0.5 * V/h. The options seem to have a sign convention difference or typo, but A is the standard form.

Multiple choice
  1. 5 × 10-4 watts

  2. 10-5 watts

  3. 2.5 × 10-5

  4. 5 × 10-5 watts

Reveal answer Fill a bubble to check yourself
C Correct answer
Explanation

Shear stress tau = mu * du/dy = mu * V/h. Force F = tau * Area. Power P = F * V. P = (mu * V/h) * Area * V = (2e-4 * 0.05 / 0.005) * 0.25 * 0.05 = 2.5e-5 Watts.

Multiple choice
  1. P - 1, Q - 2, R - 3

  2. P - 2, Q - 2, R - 2

  3. P - 1, Q - 1, R - 1

  4. P - 2, Q - 1, R - 3

Reveal answer Fill a bubble to check yourself
D Correct answer
Explanation