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Related
Extraneous
Outside
Useful
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A+ b =1
A – b = 1
A = b
None
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150
200
300
600
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8
12
16
24
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18
36
27
24
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Tipping bucket type
Weighing bucket type
Float type
None
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8.6 years
12 years
15 years
None
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92.5 kN
7.4 kN
100 kN
None
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6.2
12
9
5.14
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2.33
2.5
3
3.5
MT-2
ML3T-2
ML-1T-2
M-1T2
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0.71
0.81
0.91
0.61
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27.5 hour
78 hour
87 hour
10 hour
0.1 mm
0.15 mm
0.3 mm
0.6 mm
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1, 1
2, 1
2, 3
None
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0.5 x 10^-2 radian
1.0 x 10^-2 radian
1.5 x 10^-2 radian
2.0 x 10^-2 radian
115
126
131
139
638
786
1016
1092
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4/9
1/3
2/3
4/3
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Left canal is more efficient than right canal
Right canal is more efficient than left canal
Both canals have same efficiency
Efficiency cannot be deduced from the given data
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Speech : Dumb
Language : Deaf
Tongue : Sound
Voice : Vibration
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Continuity equation and energy equation are used
Continuity equation and momentum equation are used
Equations of continuity, mementum and energy are used
Gradually varied flow equation is used
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1,2 and 3
1 and 2
1 and 3
1 only
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48
58
68
78
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1 cumecs
2 cumecs
4 cumecs
8 cumecs
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1, 2 and 3
2 and 3 only
1 and 3 only
2 only
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12.5 days
12 days
10 days
8 days
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1/462
1/132
923/924
1/924
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2
3
4
5
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A E/l√2
A E/l
2 A E/l
None
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24.33 minutes
28.67 minutes
20 minutes
26.5 minutes
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4m
3.5m
3m
2.5m
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1900 m
2000 m
2670 m
None
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4.8%
5.6%
8.8%
None
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Only conclusion I follows
Only conclusion II follows
Either I or II follows
Neither I or II follows
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100 MPa
240 MPa
250 MPa
300 MPa
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Coliform bacteria
BOD5
Dissolved Oxygen Content
Hardness
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41 kN/m^2
51 kN/m^2
55 kN/m^2
53 kN/m^2
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M 15
M 20
M 25
M 30
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Gamma distribution
Normal distribution
Beta distribution
Log – normal distribution
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108
124
100
136
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6
5
4
3
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Moment of inertia about the bending axis larger than the other
Moment of inertia about the bending axis smaller than the other
Fully supported compression flange
None of the above.
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A-3,b-4,c- 2,d -1
A-4,b-3,c-2,d-1
A-3,b-4,c-1,d-2
A-4,b-3,c-1,d-2
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56.18 x 105 N/m2
22.10 x 105 N/m2
44.25 x 105 N/m2
None.
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