reservoir b in the figure receives 0.09 m^3/s of flow. Properties of each pipe: Pipe # 1: Length = 1800m, Diameter = 450 mm, f = 0.0204 Pipe # 2: Length = 650m, Diameter = 250 mm, f = 0.0177 Pipe # 3: Length = 700m, Diameter = 400 mm, f = 0.0226 Elevation A = 150 m. Elevation C = 60 m. Determine the following: 1. Flow in Pipe # 3 a. 0.50273 b. 0.51946 c. 0.46104 d. 0.41259 e. non of the above 2. headloss in Pipe # 2 a. 7.882 b. 8.660 c. 7.178 d. 7.243 e. none of the above 3. elevation of reservoir B a. 98.134 b. 81. 431 c. 84.370 d. 87.875 e. none of the above

reservoir b in the figure receives 0.09 m^3/s of flow. Properties of each pipe: Pipe # 1: Length = 1800m, Diameter = 450 mm, f = 0.0204 Pipe # 2: Length = 650m, Diameter = 250 mm, f = 0.0177 Pipe # 3: Length = 700m, Diameter = 400 mm, f = 0.0226 Elevation A = 150 m. Elevation C = 60 m. Determine the following: 1. Flow in Pipe # 3 a. 0.50273 b. 0.51946 c. 0.46104 d. 0.41259 e. non of the above 2. headloss in Pipe # 2 a. 7.882 b. 8.660 c. 7.178 d. 7.243 e. none of the above 3. elevation of reservoir B a. 98.134 b. 81. 431 c. 84.370 d. 87.875 e. none of the above

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter5: Separation Processes

Section: Chapter Questions

Problem 5.27P

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Question

reservoir b in the figure receives 0.09 m^3/s of flow.

Properties of each pipe:

Pipe # 1: Length = 1800m, Diameter = 450 mm, f = 0.0204

Pipe # 2: Length = 650m, Diameter = 250 mm, f = 0.0177

Pipe # 3: Length = 700m, Diameter = 400 mm, f = 0.0226

Elevation A = 150 m.

Elevation C = 60 m.

Determine the following:

1. Flow in Pipe # 3

a. 0.50273

b. 0.51946

c. 0.46104

d. 0.41259

e. non of the above

2. headloss in Pipe # 2

a. 7.882

b. 8.660

c. 7.178

d. 7.243

e. none of the above

3. elevation of reservoir B

a. 98.134

b. 81. 431

c. 84.370

d. 87.875

e. none of the above

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