Please provide complete solution. 1. Neglecting the losses, find the discharge through the venture meter. a. 0.0314 m^3/s b. 0.0404 m^3/s c. 0.0507 m^3/s d. 0.0870 m^3/s 2. Considering head loss between point 1 and 2 equal to 20% of point 1 velocity head, Calculate the rate of flow. a. 0.0210 m^3/s b. 0.0576 m^3/s c. 0.0401 m^3/s d. 0.0311 m^3/s

Please provide complete solution. 1. Neglecting the losses, find the discharge through the venture meter. a. 0.0314 m^3/s b. 0.0404 m^3/s c. 0.0507 m^3/s d. 0.0870 m^3/s 2. Considering head loss between point 1 and 2 equal to 20% of point 1 velocity head, Calculate the rate of flow. a. 0.0210 m^3/s b. 0.0576 m^3/s c. 0.0401 m^3/s d. 0.0311 m^3/s

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.22P: Why is it so difficult to process MSW?

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Please provide complete solution.

1. Neglecting the losses, find the discharge through the venture meter.

a. 0.0314 m^3/s

b. 0.0404 m^3/s

c. 0.0507 m^3/s

d. 0.0870 m^3/s

2. Considering head loss between point 1 and 2 equal to 20% of point 1 velocity head, Calculate the rate of flow.

a. 0.0210 m^3/s

b. 0.0576 m^3/s

c. 0.0401 m^3/s

d. 0.0311 m^3/s

Water
300 mm diam
-Air
250mm
LL
-150 mm diam

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