Week 9 and 10 - Wet Utilities

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Last updated 2:05 AM on 4/7/26
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49 Terms

1
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What are the two components used to calculate total site water demand?

Domestic demand and fire demand

2
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Which demand usually controls pipe sizing in design?

Fire demand (not domestic)

3
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Why does fire demand control design rather than domestic demand?

Because fire flows require extremely high short-term flow rates compared to normal daily use

4
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What two factors influence average daily domestic demand?

Population and land use

5
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Why does land use affect demand?

Different facilities use water differently (e.g., houses vs theaters)

6
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What is the formula for domestic demand?

Demand=(people)×(gpd per person)

7
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What is the demand for 400 people at 10 gpd/person? (unadjusted)

4000

8
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Do you include employees in demand calculations?

yes, all occupants

9
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When do residential peak demands occur?

Morning (7–11 AM) and evening (4–8 PM)

10
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Why do peaks occur?

daily routines

11
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What two factors determine fire flow requirements?

Building size and construction material

12
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What is the acceptable pressure range?

20–80 psi

13
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What happens if pressure is too high?

Pipe/system damage

14
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What happens if pressure is too low?

Poor service + weak fire protection

15
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What is the minimum acceptable velocity?

2 ft/s

16
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What is the maximum acceptable velocity?

10 ft/s

17
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Why is low velocity bad?

Water quality issues

18
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Why is high velocity bad?

Pipe damage and friction loss

19
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Why is storage required?

sustain fire flow

20
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2000 gpm for 4 hours = ? (in gallons)

480,000

21
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hat is a sanitary sewer?

Pipe conveying wastewater

22
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What is a lateral?

Pipe connecting building to main

23
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What is a trunk sewer?

Large pipe receiving flow from large areas

24
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What percent of sewage is water?

99%

25
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Why can sewage be treated like water in calculations?

mostly water

26
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What two parameters define sewage strength?

BOD and SS

27
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What is BOD?

Oxygen needed to break down organic matter

28
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What determines wastewater design flow?

Population and land use

29
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Why are peak factors used?

To account for simultaneous high usage

30
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Peak factor for laterals?

400%

31
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Peak factor for mains?

250%

32
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Peak factor for interceptors?

200%

33
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Preferred sewer system type?

gravity flow

34
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Why is gravity preferred?

cheaper and less maintenance

35
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When is a pump station needed?

When gravity flow is not possible

36
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What are drawbacks?

Expensive and maintenance heavy

37
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What is cleansing velocity?

2 ft/s

38
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Why is cleansing velocity important?

preventing solids from settling

39
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Minimum sewer main diameter?

8 in

40
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Minimum service pipe?

6 in

41
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Most common sewer pipe material?

PVC

42
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What does SDR represent? (equation)

Diameter ÷ wall thickness

43
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Purpose of manholes?

Access for inspection/maintenance

44
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When are manholes required?

alignment changes, diameter changes, junctions, end of lines

45
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Purpose of cleanouts?

Maintenance access (private systems)

46
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Typical spacing?

75 ft max

47
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When are drop manholes used?

>2 ft elevation difference

48
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Purpose of a dropped manhole?

Reduce turbulence and allow maintenance

49
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When are septic systems NOT allowed?

when municipal sewer is available