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Day 51-nov 12-worksheet-PWD-pipe flow,dimensional analysis,BLT

Total questions: 15

Worksheet time: 10mins

Name
Class
Date
1.

For maximum power transmission through a pipe, the friction head loss satisfies:

a)

hf = H

b)

hf = H/2

c)

hf = H/3

d)

hf = 2H/3

2.

The vertical distance between the Total Energy Line (TEL) and the Hydraulic Gradient Line (HGL) at any section is equal to:

a)

pressure head

b)

velocity head

c)

datum head

d)

friction head loss

3.

For laminar flow in a circular pipe, the ratio of maximum to average velocity equals:

a)

1

b)

1.5

c)

2

d)

0.5

4.

In dimensional analysis, the Froude number is primarily relevant to:

a)

closed‑conduit viscous flow

b)

free‑surface gravity‑dominated flow

c)

compressible high‑speed flow

d)

capillary‑dominated flow

5.

Over a flat plate, the local laminar boundary‑layer thickness varies approximately as:

a)

δ/x ~ Rex0Re_x^0

b)

δxRex1/2\frac{\delta}{x} \sim Re_x^{-1/2}

c)

δx Rex1/5\frac{\delta}{x} ~ Re_x^{-1/5}

d)

δxRex1\frac{\delta}{x} \sim Re_x^{-1}

6.

In a pipe that discharges to the atmosphere, the HGL at the outlet passes through the pipe centerline.

a)

True

b)

False

7.

For a streamlined body, the pressure drag is dominant and skin‑friction drag is negligible.

a)

True

b)

False

8.

Assertion (A): For laminar flow in a circular pipe, the velocity profile is parabolic. Reason (R): In laminar flow, shear stress varies linearly with radius.

(a)  

9.

The head loss due to a sudden enlargement is given by which expression?

(a)  

10.

For pipes in series, discharge is the same in each pipe. The total head loss across the line is best represented by:

a)

H = Σ4f(L/D)(V2/(2g))Σ 4 f (L/D) (V^2 / (2 g))

b)

H = Σf(D/L)(V2/g)Σ f (D/L) (V^2 / g)

c)

H=ΣkV2H = \Sigma k V^2

d)

H = Σ V

11.

Maximum efficiency of power transmission through a pipe equals:

a)

50%

b)

60%

c)

66.67%

d)

75%

12.

According to Buckingham–Pi, the number of dimensionless groups for a problem is:

a)

n + j

b)

n − j

c)

j − n

d)

n × j

13.

Water flows in a 120 m long, 200 mm diameter pipe at a mean velocity V = 1.8 m/s. Take Darcy f = 0.02. Compute the friction head loss using the Darcy–Weisbach relation.

(a)  

14.

A flow expands from 100 mm to 200 mm diameter with the same volumetric flow rate Q = 0.010m3/s0.010 m^3/s . Compute the head loss due to sudden enlargement h_se.

(a)  

15.

A reservoir head H = 24 m feeds a long pipeline. The system is adjusted for maximum power transmission.Friction head is

(a)