Plumbing Part 5
問題一覧
1
when there is no hazard, nuisance, or unsanitary condition associated with the existing private system
2
ashes, cinders, solids, rags, flammable, poisonous, explosive liquids or gases oils and grease
3
rainwater, surface water or subsurface water
4
commercial food waste grinder
5
150 mm
6
2%
7
when impractical due to depth of the street sewer,structurally features or adverse building arrangement
8
0.6 m
9
15.2 m
10
30 m
11
0.30 m
12
0.30 m
13
0.30 m
14
0.30 m
15
0.30 m
16
100 m
17
the type of soil found in the excavation
18
1.5 m from the pit excavation
19
it should be watertight
20
seepage pit
21
the quality of liquid waste and the character and porosity of the surrounding soil
22
17225 kPa
23
through a watertight connection, possibly via a distribution box
24
2.2 m
25
in a public sewer will be available within 2 years and soil and groundwater condition are favorable
26
as an overflow facility in conjunction with an existing cesspool
27
the oldest form of organic waste disposal, consisting of a concrete vault for rosie which collection
28
when liquid wastes contain excessive amounts of grease, garbage, flammable wastes, sand, or other ingredients that may affect a private sewage disposal system
29
to prevent harmful substances from entering a private sewage disposal system
30
to a septic tank, other primary system, or into a separate disposal system
31
0.6 m, 1.5 m, 2.4 m
32
clear, 1.5 m, 2.4 m
33
15.2 m, 30.5 m, 45.7 m
34
15.2 m, 30.5 m
35
3 m
36
1.5 m, 3.7 m
37
1.5 m, 1.2 m
38
0.3 m, 1.5 m
39
3 m
40
large developments
41
STPs use mechanical equipment, what's septic tanks are primary gravity-fed
42
a gravity-fed filtration system
43
to aid and clarifying wastewater
44
to get rid of heavy materials using filter houses
45
99-99.5%
46
the percolating or sprinkling filter system
47
it requires a large ground area for its construction
48
soil, waste and vent pipes
49
102 mm/hr
50
3:1
51
they must be made of stronger pipe materials to resist high hydrostatic pressure
52
dome-type strainer extending 102 mm above the roof surface
53
1 1/2 times the outlet pipe area
54
twice the outlet pipe area
55
using a C.I. drain with an integrally-cast waterstop ring and suitable flashing material
56
independent system
57
combine system
58
natural system
59
inside, outside, overhead
60
gutter
61
downspouts
62
the strainer or roof drain
63
catch basin
64
area drain catch basin
65
storm line
66
cast iron soil pipe
67
600 cm
68
50-150 mm
69
SV type
70
XV type
71
standard pipe, single hub, double hub, hubless
72
acid resistant cast iron pipe
73
asbestos pipes
74
bituminous fiber sewer pipe
75
vitrified clay pipe
76
lead pipe
77
galvanized steel pipe
78
galvanized wrought iron pipe
79
copper pipe
80
k-type
81
l-type
82
m-type
83
brass pipe
84
plastic or synthetic pipe
85
rigid type
86
flexible types
87
tightness
88
caulked joints
89
packing oakum
90
threaded joints
91
solder and sweat joints
92
soldiering joints
93
wiped joints
94
flared joints
95
cement mortar joints
96
asbestos cement sewer pipe joints
97
burned lead joints,
98
Gutter, Roof Drain, Leader, G.I Strap, Shoe, Catch Basin
99
the strainer or roof drain
100
Privies
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39問 • 1年前問題一覧
1
when there is no hazard, nuisance, or unsanitary condition associated with the existing private system
2
ashes, cinders, solids, rags, flammable, poisonous, explosive liquids or gases oils and grease
3
rainwater, surface water or subsurface water
4
commercial food waste grinder
5
150 mm
6
2%
7
when impractical due to depth of the street sewer,structurally features or adverse building arrangement
8
0.6 m
9
15.2 m
10
30 m
11
0.30 m
12
0.30 m
13
0.30 m
14
0.30 m
15
0.30 m
16
100 m
17
the type of soil found in the excavation
18
1.5 m from the pit excavation
19
it should be watertight
20
seepage pit
21
the quality of liquid waste and the character and porosity of the surrounding soil
22
17225 kPa
23
through a watertight connection, possibly via a distribution box
24
2.2 m
25
in a public sewer will be available within 2 years and soil and groundwater condition are favorable
26
as an overflow facility in conjunction with an existing cesspool
27
the oldest form of organic waste disposal, consisting of a concrete vault for rosie which collection
28
when liquid wastes contain excessive amounts of grease, garbage, flammable wastes, sand, or other ingredients that may affect a private sewage disposal system
29
to prevent harmful substances from entering a private sewage disposal system
30
to a septic tank, other primary system, or into a separate disposal system
31
0.6 m, 1.5 m, 2.4 m
32
clear, 1.5 m, 2.4 m
33
15.2 m, 30.5 m, 45.7 m
34
15.2 m, 30.5 m
35
3 m
36
1.5 m, 3.7 m
37
1.5 m, 1.2 m
38
0.3 m, 1.5 m
39
3 m
40
large developments
41
STPs use mechanical equipment, what's septic tanks are primary gravity-fed
42
a gravity-fed filtration system
43
to aid and clarifying wastewater
44
to get rid of heavy materials using filter houses
45
99-99.5%
46
the percolating or sprinkling filter system
47
it requires a large ground area for its construction
48
soil, waste and vent pipes
49
102 mm/hr
50
3:1
51
they must be made of stronger pipe materials to resist high hydrostatic pressure
52
dome-type strainer extending 102 mm above the roof surface
53
1 1/2 times the outlet pipe area
54
twice the outlet pipe area
55
using a C.I. drain with an integrally-cast waterstop ring and suitable flashing material
56
independent system
57
combine system
58
natural system
59
inside, outside, overhead
60
gutter
61
downspouts
62
the strainer or roof drain
63
catch basin
64
area drain catch basin
65
storm line
66
cast iron soil pipe
67
600 cm
68
50-150 mm
69
SV type
70
XV type
71
standard pipe, single hub, double hub, hubless
72
acid resistant cast iron pipe
73
asbestos pipes
74
bituminous fiber sewer pipe
75
vitrified clay pipe
76
lead pipe
77
galvanized steel pipe
78
galvanized wrought iron pipe
79
copper pipe
80
k-type
81
l-type
82
m-type
83
brass pipe
84
plastic or synthetic pipe
85
rigid type
86
flexible types
87
tightness
88
caulked joints
89
packing oakum
90
threaded joints
91
solder and sweat joints
92
soldiering joints
93
wiped joints
94
flared joints
95
cement mortar joints
96
asbestos cement sewer pipe joints
97
burned lead joints,
98
Gutter, Roof Drain, Leader, G.I Strap, Shoe, Catch Basin
99
the strainer or roof drain
100
Privies