Description
3 question Assessment, Please see attachment
Introduction From the discussion of water pollution and water treatment in Unit II, we now transition to analyzing piping systems. This lesson begins with a presentation of fundamental hydraulic principles and then goes deeper into piping systems for water distribution and sanitary sewers. Hydraulics refers to the study of water, either stationary or flowing. An understanding of hydraulics is integral to environmental technology. Environmental technology deals with treatment of pollution for the purpose of a better and safer environment. Water distribution piping is needed to deliver safe, drinkable water from a drinking water treatment plant to customers. Following water use, sanitary sewer piping transports dirty water from customers to a wastewater treatment plant. A wastewater treatment plant treats water so that it can be discharged to the environment—typically to a river.
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Running head: WATER AND SEWER DISTRIBUTION
Environmental Technology-Water and Sewer Distribution
Name
Date
1
WATER AND SEWER DISTRIBUTION
2
QUESTION 1
1. Match questions with answers
Pressure
Match: K
Standard atmospheric pressure
Match: C
A. 0.77 ft2
B.0.75 m3/s
C.14.7 psi
D.0.037 m3/s (37 liter/s)
What is the pressure at 15 ft underwater?
Match: G
10 ft3/s
Match: I
What is the flow rate of water in a pipe flowing full with an
area of 0.3 m2 and a velocity of 2.5 m/s?
Match: B
What is a pipe’s inside cross-sectional area, if the inside
diameter is 11.9 inches?
Match: A
Referring to Figure 2-12 on page 31 in the textbook, if QA=3
ft3/s and QC=1.7 ft3/s, what is QB?
Match: C
If a 400-mm diameter pipe with a pipe roughness coefficient
of 100 flows full of pressurized water with a head loss of 0.4
ft per 1,000 ft of a pipeline, what is the flow rate? Use the
Hazen-Williams method.
Match: D
If a 1-m diameter sewer pipe is flowing at a depth of 0.4 m
and has a flow rate of 0.15 m3/s, what will be the flow rate
when the pipe flows full?
Match: E
What is the flow rate through a V-notch weir having ahead of
0.42 ft?
Match: J
E.0.4...