Drainage & Sewer Flashcards

1
Q

Convey sewage or other liquid wastes to a legal point of disposal

A

DRAINAGE SYSTEM

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2
Q

A comprehensive term, including all constructions for collection, transportation, pumping, treatment and final disposition of sewage

A

SEWERAGE OR SEWERAGE WORKS

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3
Q

All pipings are of threaded pipe, tubing, or using recessed drainage fittings

A

DURHAM SYSTEM

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4
Q

A pipe, which carries ground and surface waters, storm water or waste water into a bldg drainage system

A

DRAIN

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5
Q

shall discharge outside of the bldg or to gutter and not connected to soil and waste pipe systems

A

RAINWATER DRAINS

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6
Q

ideal, correct, positive slope for horizontal drainage piping

A. 1% or 10mm/m
B.2% or 20mm/m
C. 3% or 30mm/m
D. 4% or 40 mm/m

A

B.2% or 20mm/m

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7
Q

Slope between manholes

A. 1% or 10mm/m
B.2% or 20mm/m
C. 3% or 30mm/m
D. 4% or 40 mm/m

A

B.2% or 20 mm/m

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8
Q

allowed slope due to constraints such as excessive depth of proposed drainage line, structural and geological features of terrain existing adverse in arrangements of bldg

A. 1% or 10mm/m
B.2% or 20mm/m
C. 3% or 30mm/m
D. 4% or 40 mm/m

A

A. 1% or 10mm/m

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9
Q

allowable changes in direction of drainage flow

A. 90°
B..60°
C. 45°
D. All of the above

A

D. All of the above

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10
Q

allowable changes in direction

A

90°, 60°, 45°, 22 1/2°

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11
Q

22 1/2° = ???

A

1/16 bend

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12
Q

45° = ???

A

1/8 bend

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13
Q

60° = ???

A

1/6 bend

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14
Q

90° = ???

A

1/4 bend

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15
Q

other approved fittings of longer sweeps

A

combination wye + 1/8 bend and sanitary tee

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16
Q

NO galvanized wrought iron or galvanized steel pipe shall be kept at least _______above ground

A

152 mm

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17
Q

type of pipe materials used in high-rise bldg with discretion of MP/Designer and full consent of owner

A

ABS & PVC DWV

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18
Q

minimum depth of vitrified clay pipes

A

0.3 m

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19
Q

fittings in screwed pipe joints shall be of ______type

A

recessed drainage

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20
Q

threads of drainage fittings shall be tapped to allow _______ grade

A

2%

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21
Q

conveys discharge of the WC or UR (blackwater fecal matter)

A

SOIL PIPE

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22
Q

conveys only wastewater or liquid waste free of fecal matter (greywater)

A

WASTE PIPE

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23
Q

the drainpipe from the trap of a fixture to the junction of that drain with , any other drainpipe

A

FIXTURE DRAIN

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24
Q

drain connecting the set of fixtures to a trap or other permitted fixtures to a common trap

A

CONTINUOUS WASTE

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25
Q

vertical soil pipe conveying fecal matter and wastewater

A

SOIL STACK PIPE

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26
Q

A drain pipe extending laterally from a soil or waste stack or bldg drain

A

HORIZONTAL BRANCH

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27
Q

the single sloping drain from the base of a stack to its junction with the main bldg drain

A

PRIMARY BRANCH

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28
Q

any branch in the bldg drain other than the primary branch

A

SECONDARY BRANCH

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29
Q

Receives sewage or wastewater and below the normal grade of the gravity system

A

SUMP

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30
Q

a device installed in a drainage system to prevent reverse flow

A

BACKWATER VALVE

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31
Q

minimum dimension of tailpiece, continuous waste, or waste and overflow for sinks, dishwashers, laundry tubs, bathtubs, urinals (SDLBU)

A

38 mm O.D

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32
Q

minimum dimension of tailpiece, continuous waste, or waste overflow for lavatories, for drinking fountains (LDF)

A

32mm O.D

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33
Q

Clothes washers in groups of 3 or more shall be rated ______ each for the common horizontal and vertical waste pipe sizing

A

6 FU

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34
Q

WC shall be computed as ______ when determining septic tank size

A

6 FU

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35
Q

1 gpm= ????

A

0.063 L/s

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36
Q

DFU

A

DRAINAGE FIXTURE UNIT

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37
Q

How many fixture units for 0.47 L/s and less?

A

1 FU

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38
Q

How many fixture units for 0.50-0.95 L/s?

A

2 FU

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39
Q

How many fixture units for 1-1.89 L/s?

A

4 FU

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40
Q

How many fixture units for 1.95-3.15 L/s?

A

6 FU

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41
Q

distance of suds-producing fixtures in a horizontal drainage connected to a stack

A

2.4m

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42
Q

maximum WC or fixture unit traps for vertical pipe

A

4 WC or 6 FU traps

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43
Q

maximum WC or fixture unit traps for horizontal branch

A

3 WC or 6 FU traps

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44
Q

minimum size of individual vent

A

32mm or 1/2 diameter of drain

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45
Q

minimum size of any pump discharge from a sump serving a WC

A

50.8 mm diameter

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46
Q

How many FU allowed for each 0.063 L/s of flow or each GPM flow?

A

2 FU

Note: 2 FU: 1 GPM

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47
Q

C.O. location at horizontal drainage

A

upper terminal

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48
Q

C. O location at each run of piping

A

more than 15 m and at every 15m

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49
Q

C.O. may be omitted on horizontal drain line less than 1.5m except for _______

A

sinks or urinals

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50
Q

C.O. may be omitted on short horizontal drainage installed at ___________ from the vertical line

A

a slope of 72° or less

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51
Q

additional C.O. every ______ aggregate offset

A

135°

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52
Q

size of cleanouts needing 305mm clearance in front of the cleanout

A

51 mm or less

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53
Q

Size of cleanouts needing 450 mm clearance in front of the cleanout

A

larger than 51 mm

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54
Q

vertical clearance for cleanouts in underfloor piping

A

0.45m

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55
Q

horizontal clearance for cleanouts in under floor piping

A

0.75m

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56
Q

maximum distance of underfloor cleanout from an access door trap door or crawl hole

A

6.1m

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57
Q

_________ shall be installed where raised heads may cause to hazard to passing personnel or vehicles

A

countersunk cleanout plugs

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58
Q

a pipe or conduit for carrying sewage or wastewater

A

SEWER

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59
Q

receives sanitary sewage with or without pre-treated industrial wastes and without the admixture of rain or ground water

A

SANITARY SEWER

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60
Q

Starts from end of building drain and conveys it to a public sewer, private sewer, individual sewage disposal system then point of disposal

A

BUILDING SEWER

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61
Q

extending from house drain at a point 0.60m from the outside face of the foundation wall of a bldg

A

HOUSE SEWER

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62
Q

a bldg sewer which receives the discharge from more than one bldg drain and conveys it to a point of disposal

A

PRIVATE SEWER

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63
Q

common sewer directly controlled by public authority

A

PUBLIC SEWER

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64
Q

common sewer to which no other branch sewer is connected

A

LATERAL

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65
Q

that portion of underground system which cannot drain by gravity into the bldg sewer

A

BUILDING SUBDRAIN

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66
Q

an underground drainpipe that receives only *subsurface on seepage water and convey it to a sump for disposal by gravity flow or lift pump

A

SUBSOIL DRAIN

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67
Q

receives discharge from inside the walls of the bldg and conveys it to the bldg sewer beginning 0.60m outside the bldg wall

A

BUILDING DRAIN

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68
Q

receives the discharge from bldg and conveys it to the house sewer outside of the bldg

A

HOUSE DRAIN

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69
Q

opening in a sewer line for a man to gain access for maintenance

A

MANHOLE

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70
Q

if public sewer is more than __________ away from the bldg, the public sewer is considered not being available

A

61m

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71
Q

minimum bldg sewer size

A

150mm

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72
Q

recommended slope of bldg sewer

A

2% or 21 mm/m

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73
Q

allowable slope for 102 mm and 152.4 mm diameter

A

1% or 10.5 mm/m

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74
Q

allowable slope for 203 mm and larger

A

0.5% or 5.3 mm/m

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75
Q

distance of bldg sewer from outer face of any bldg foundation or wall

A

0.6m

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76
Q

depth of bldg sewer below the finish surface ground

A

0.3m

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77
Q

allowable reduction in distance when drainage piping is construction of materials approved for use within a bldg

A

7.6m

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78
Q

vertical clearance of water pipe to the top of sewer or drain line

A

0.3m

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79
Q

horizontal distance of water pipe from sewer on drain line

A

0.3m

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80
Q

vertical clearance of water pipes crossing sewer or drainage piping constructed of clay materials not approved for use within a bldg

A

0.3m

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81
Q

distance of water pipe joints away from sewer line

A

3m

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82
Q

No cleanout required at point of connection to bldg drain when bldg sewer does not exceed _________ in length

A

3m

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83
Q

All required bldg sewer cleanouts shall be _________ to grade

A

extended

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84
Q

maximum distance between manholes

A

91m

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85
Q

minimum distance of flexible compression joints outside of the manhole as connections for the inlet and outlet pipe

A

0.3m

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86
Q

does not directly connect with drainage system

A

INDIRECT WASTE PIPE

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87
Q

a physical separation which may be a low inlet into the indirect waste receptor from the fixture, appliance or device indirectly connected

A

AIRBREAK

88
Q

unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe, plumbing fixture, appliance, or appurtenance conveying waste to the flood level rim of the receptor

A

AIR GAP, (DRAINAGE)

89
Q

unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe or faucet conveying potable water to the flood level rim of any tank, fat, or fixture

A

AIR GAP, (WATER DISTRIBUTION)

90
Q

Evaporative cooler, air washer, or similar air conditioning equipment shall be drained by indirect waste pipes through an _______ into an open floor sink

A

airbreak

91
Q

Cold storage room, refrigerator, cooling counter, compartment, receptacle, appurtenance or device used for the storage or holding of food or drink, dishwashing or culinary sink, food preparation shall be drained by indirect waste pipe through an _________ into an open floor sink

A

air gap

92
Q

Water lifts, expansion tanks, cooling jackets, sprinkler systems, drip or overflow pans shall be discharged to _________

A

air gap

93
Q

minimum air gap for drainage from the rim of the floor sink or receptor

A

25 mm

94
Q

indirect waste pipes that shall be directly trapped, but not needed to be vented

A

1.5m-4.6m

95
Q

indirect waste pipes ______ in length need not be larger in diameter than the drain outlet or of tailpiece of the fixture, appliance or equipment served

A

less than 4.6m

96
Q

minimum dimension of indirect waste pipe

A

13 mm

97
Q

height of standpipe receptor for clothes washer above its trap

A

0.45 m-0.80 m

98
Q

height of trap for clotheswasher

A

0.15 m-0.45m

99
Q

needed for indirect waste receptor discharging particles that clog the drains

A

BEEHIVE STRAINER

100
Q

necessary for the connection of dishwashing machine to food waste disposer

A

Dishwasher air gap fitting

101
Q

clearance above overflow rim of the fixture for drain of cooling medium

A

152 mm

102
Q

any one of a special class of device or equipment intended to perform a special plumbing function. Its operation and/or control may be dependent upon one or more components, such as motors, controls, heating elements and pressure-temperature-sensing elements

A

PLUMBING APPLIANCE

103
Q

minimum condensate pipe diameter for 3 ton (10.56 kW) refrigeration

A

19.1 mm

104
Q

minimum condensate pipe for 20 tons (70.33 kW) refrigeration

A

25.4 mm

105
Q

minimum condensate pipe for 90 tons (316.48 kW) refrigeration

A

31 mm

106
Q

minimum condensate pipe for 125 tons (439.6kW) refrigeration

A

38 mm

107
Q

minimum condensate pipe for 250 tons (879.2 kW) refrigeration

A

51 mm

108
Q

maximum temperature to discharge under pressure directly into drainage system

A

60°C or 140°F

109
Q

Pipes from boilers shall discharge through ______

A

indirect waste pipe

110
Q

deep seal trap shall extend within ______ of the bottom of the tank

A

152mm

111
Q

opening of the highest point of the deep seal trap to serve as a siphon breaker

A

19 mm

112
Q

thickness of metal condenser

A

Gauge 12 or 2.77 mm THK

113
Q

wall thickness of concrete sumps, condensers, or intercepting tanks

A

102 mm

114
Q

thickness of cement plaster inside the tank (for concrete sumps, condensers or intercepting tank)

A

13 mm

115
Q

thickness of chemical-resistant glass-lined pipe, silicon iron pipe, lead pipe as vents serving acid or corrosive chemical

A

3.2 mm

116
Q

the owner make and keep a ______ of the location of all piping and venting carrying chemical waste

A

permanent record

117
Q

How many fixtures or fixture unit is the limit of wet venting?

A

1 and 2 FU or 4 fixtures

118
Q

minimum wet-vented section larger than the required waste pipe size

A

1 pipe size larger or 51 mm

119
Q

connection from the island vent to other vents is not less than ______ above the flood level rim of the fixture served

A

152 mm

120
Q

slope of vent back toward the drain

A

2%

121
Q

CW & VS

A

COMBINATION WASTE & VENT SYSTEMS

122
Q

branches more than ______ shall be separately vented

A

4.6m

123
Q

minimum area of vent in a CW & VS

A

1/2 of drain

124
Q

Each waste pipe and each trap in any CW & VS shall be at least _______ than any fixture tailpiece or connection served

A

2 pipe sizes larger

125
Q

maximum tailpiece length

A

0.6 m

126
Q

cleanouts may not be required on any wet-vented branch serving a single trap when the fixture tailpiece or connection is not less than _____ in diameter or larger

A

51 mm

127
Q

Clotheswasher standpipe receptor shall extend ______ above its trap

A

More than 0.8m but not less than 0.45m

128
Q

Appliances, devices or apparatus such as stills, sterilizers and similar equipment requiring water and waste and used for sterile materials shall be drained through a/an_____

A

Airgap

129
Q

What type of waste piping system is used for drinking fountain?

A

Indirect waste pipe

130
Q

Any water having a temperature of _______ be discharged under pressure directly into any part of a drainage system

A

60° C

131
Q

Pipes from boilers shall discharge by means of _______

A

Indirect waste pipe

132
Q

How many liters per day for estimated waste/sewage flow rates for airports?

A

56.8 per employee or 18.9 per passenger

133
Q

How many liters per day for estimated waste/sewage flow rates for bowling alleys (snack bar only)?

A

283.9 per lane

134
Q

How many liters per day for estimated waste/sewage flow rates for camps with central comfort station?

A

132.5 per person

135
Q

How many liters per day for estimated waste/sewage flow rates for camps with flush toilets and no showers?

A

94.4 per person

136
Q

How many liters per day for estimated waste/sewage flow rates for day camps (no meals served?

A

56.8 per person

137
Q

How many liters per day for estimated waste/sewage flow rates for camps for summer and seasonal?

A

189.3 per person

138
Q

How many liters per day for estimated waste/sewage flow rates for churches (sanctuary)?

A

18.9 per seat

139
Q

How many liters per day for estimated waste/sewage flow rates for churches with kitchen waste?

A

26.5 per seat

140
Q

How many liters per day for estimated waste/sewage flow rates for dance halls?

A

18.9 per person

141
Q

How many liters per day for estimated waste/sewage flow rates for factories with no showers?

A

94.4 per employee

142
Q

How many liters per day for estimated waste/sewage flow rates for factories with showers?

A

132.5 per employee

143
Q

How many liters per day for estimated waste/sewage flow rates for factories with cafeteria?

A

18.9 per employee

144
Q

How many liters per day for estimated waste/sewage flow rates for hospitals?

A

946.3 per bed

145
Q

How many liters per day for estimated waste/sewage flow rates for hospitals (kitchen waste only)?

A

94.6 per bed

146
Q

How many liters per day for estimated waste/sewage flow rates for hospitals (laundry waste only?

A

151.4 per bed

147
Q

How many liters per day for estimated waste/sewage flow rates for hotels (no kitchen waste)?

A

227.1 per bed (2 person)

148
Q

How many liters per day for estimated waste/sewage flow rates for residential institution?

A

283.9 per person

149
Q

How many liters per day for estimated waste/sewage flow rates for nursing home institution?

A

473.1 per person

150
Q

How many liters per day for estimated waste/sewage flow rates for rest home institution?

A

473.1 per person

151
Q

How many liters per day for estimated waste/sewage flow rates for self-service laundries (minimum 10 hrs per day)?

A

189.3 per wash cycle

152
Q

How many liters per day for estimated waste/sewage flow rates for motels?

A

189.3 per bed space

153
Q

How many liters per day for estimated waste/sewage flow rates for motels (with kitchen)?

A

227.1 per bed space

154
Q

How many liters per day for estimated waste/sewage flow rates for offices?

A

75.7 per employee

155
Q

How many liters per day for estimated waste/sewage flow rates for mobile home parks?

A

946.3 per space

156
Q

How many liters per day for estimated waste/sewage flow rates for picnic parks (toilets only)?

A

75.7 per parking space

157
Q

How many liters per day for estimated waste/sewage flow rates for recreational vehicles without hook-up?

A

283.9 per space

158
Q

How many liters per day for estimated waste/sewage flow rates for recreational vehicle with water and sewer hook-up?

A

378.5 per space

159
Q

How many liters per day for estimated waste/sewage flow rates for restaurant-cafeteria?

A

75.7 per employee

160
Q

How many liters per day for estimated waste/sewage flow rates for restaurant-toilet?

A

26.5 per customer

161
Q

How many liters per day for estimated waste/sewage flow rates for restaurant-kitchen waste?

A

22.7 per meal

162
Q

How many liters per day for estimated waste/sewage flow rates for restaurant-garbage disposal?

A

3.8 per meal

163
Q

How many liters per day for estimated waste/sewage flow rates for restaurant-cocktail lounge?

A

7.6 per customer

164
Q

How many liters per day for estimated waste/sewage flow rates for kitchen waste-disposable service?

A

7.6 per meal

165
Q

How many liters per day for estimated waste/sewage flow rates for schools-staff and office?

A

75.7 per person

166
Q

How many liters per day for estimated waste/sewage flow rates for schools-elementary students?

A

56.8 per person

167
Q

How many liters per day for estimated waste/sewage flow rates for schools-intermediate and high?

A

75.7 per student

168
Q

How many liters per day for estimated waste/sewage flow rates for schools-intermediate and high with gym and showers?

A

186.9 per student

169
Q

How many liters per day for estimated waste/sewage flow rates for schools-intermediate and high with cafeteria?

A

11.4 per student

170
Q

How many liters per day for estimated waste/sewage flow rates for boarding schools-total waste?

A

378.5 per person

171
Q

How many liters per day for estimated waste/sewage flow rates for service stations with toilets?

A

3785 for 1st bay, 1892.5 for each additional bay

172
Q

How many liters per day for estimated waste/sewage flow rates for stores?

A

75.7 per employee

173
Q

How many liters per day for estimated waste/sewage flow rates for stores with public restrooms?

A

4 per sqm of floor space

174
Q

How many liters per day for estimated waste/sewage flow rates for pubic swimming pools?

A

37.9 per person

175
Q

How many liters per day for estimated waste/sewage flow rates for theaters, auditoriums?

A

18.9 per seat

176
Q

How many liters per day for estimated waste/sewage flow rates for for drive-in theaters and auditoriums?

A

37.9 per space

177
Q

Waste that is being discharged by water closet only

A

SOLID WASTE

178
Q

Waste discharged from various fixtures other than water closet

A

LIQUID WASTE

179
Q

DWV

A

Drainage, Waste, Vent

180
Q

Most preferred classification of backflow valve because it has the characteristic of non interference in the movement of air inside the drainage system

A

BALANCED VALVE

181
Q

Type of backflow valve that is not preferred because of its recorded poor performance in the past

A

UNBALANCED VALVE

182
Q

This assembly consists of a running trap installed under the basement floor to protect it from freezing

A

AREA DRAIN

183
Q

What type of P-trap seal is recommended for floor drains?

A

DEEP SEAL TYPE

184
Q

A receptacle used to catch surface water drained from cemented courts, driveways, and yards

A

YARD CATCH BASIN

185
Q

Device designed to convey wastes from garage, wash rack, grease pits, and repair floors into the house drain

A

GARAGE CATCH BASIN

186
Q

A collector of water coming down from the downspout leading to the accumulated water away from the house at a relatively low rate of flow

A

SPLASH PAN

187
Q

Type of storm drain located under the basement floor or within the walls of the building; commonly found in buildings constructed along congested business district or building that occupies the entire frontage of the lot

A

INSIDE STORM DRAIN

188
Q

Type of storm drain installed outside the foundation wall of the building; the location is where the lot is NOT totally occupied by the building

A

OUTSIDE STORM DRAIN

189
Q

Type of storm drain adopted when the street drainage is higher in elevation than the basement floor of the building the purpose is to avail the gravity flow of water

A

OVERHEAD STORM DRAIN

190
Q

How much is the conservative estimate of maximum rainfall in the Philippines?

A

20mm in a 5 min. interval

191
Q

Refers to the resistance produced by the flowing water with the fittings and interior surface of the pipe

A

FRICTION

192
Q

Treatment of sewage water by removal of large items from the influent to prevent damage to the facilities pumps, valves, and other equipments

A

BAR SCREENING

193
Q

Sewage water treatment by removal of grit (such as sand/gravel) by flowing the influent over/through a grit chamber

A

SCREENING/GRIT REMOVAL

194
Q

Sewage water treatment by initial separation of solid organic matter from wastewater. Solids known as organic or sludge sink to the bottom of the tank and are pump to a sludge digestor or sludge processing area dried and hauled away

A

PRIMARY CLARIFIER

195
Q

Sewage water treatment where air is pumped into the aeration tank or basin to encourage conversion of NH3 to NO3 and provide oxygen for bacteria to continue to propagate and grow

A

AERATION

196
Q

NH3

A

Ammonia

197
Q

NO3

A

Nitrates

198
Q

A measurement of the amount of oxygen required for the biochemical degradation of organic material in water

A

Biochemical Oxygen Demand (BOD)

199
Q

Sewage water treatment where treated wastewater is pumped into to allow any remaining organic sediment to settle out of treated water flow

A

SECONDARY CLARIFIER

200
Q

Sewage water treatment where the clarified effluent is polished in the step by filtering through 10 micron polyester media

A

FILTRATION

201
Q

Sewage water treatment where the goal is to kill any remaining bacteria in the contact chamber

A

DISINFECTION

202
Q

Sewage water treatment where the goal is to kill any remaining bacteria in the contact chamber

A

DISINFECTION

203
Q

Sewage water treatment where the treated water is aerated to bring the dissolved oxygen up to permit level

A

OXYGEN UPTAKE

204
Q

This is the most common aeration process where it uses aeration and floc to separate sludge from water

A

Activated Sludge Process (ASP)

205
Q

This is similar to ASP but the system uses one tank for all the treatment steps it uses a carefully timed sequence to accomplish subprocesses

A

Sequencing Batch Reactor (SBR)

206
Q

This area this aeration process speeds up the aeration stage. To facilitate a biological reaction support materials, such as a plastic media, get mixed into the tank

A

Sequencing Batch Bioreactor (SBBR)

207
Q

This aeration process combines a membrane process with a suspended growth biological treatment method wherein the water passes through a membrane that efficiently remove solids

A

Membrane Bioreactor (MBR)

208
Q

This aeration process uses biofilm attached to thousands of small plastic media to decompose waste present in inffluent in an aeration tank

A

Moving Bed Biofilm Reactor (MBBR)

209
Q

Also known as charcoal filters. Used to remove chemicals that give objectionable odors or taste to water such as hydrogen sulfide or chlorine

A

GRANULAR ACTIVATED CARBON

210
Q

Refers to fine grain rocks which make good aquifers; they can hold water like a sponge and with tiny pores, they are good at filtering surface pollutants

A

SANDSTONE

211
Q

Also known as bone charcoal. Used as a filtering agent in sugar refining and as an absorbent and disinfectant

A

ANIMAL CHARCOAL

212
Q

A process that uses diatoms or diatomaceous earth the skeletal remains of small single celled organisms as the filter media

A

DIATOMACEOUS EARTH

213
Q

The product created by heating an iron ore at a temperature high enough to burn off its oxygen and carbon content but below iron’s melting point

A

SPONGE IRON

214
Q

Most common and inexpensive type of disinfection

A

CHLORINATION

215
Q

Refers to the dry solid compound having the highest possible chlorine content

A

TRICHLOR

216
Q

Available as its dihydrate form or anhydrous formused in chlorination

A

DICHLOR