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A
> 25 cm but < 30 cm
B
14 to 25 cm
C
> 4 cm but < 8 cm
D
8 to 12 cm
A
Parabolic curve
B
Cubic curve
C
Combination of Straight line curve and Parabolic curve
D
Straight line curve
A
Increased water depth at low river stages.
B
Shortened travel time, particularly at low and moderate river stages.
C
Lowering of flood stages and flood period.
D
Shortened route and elimination of sharp bends
A
Average Outgoing Quality Limit (AOQL)
B
Acceptable Quality Level (AQL)
C
Average Outgoing Quality (AOQ)
D
Lot Tolerance Proportion Defective (LTPD)
A
Clean gravel
B
Fine grained strata
C
Course gravel
D
Strong clay stratum
A
69.5 m
B
59.5 m
C
49.5 m
D
79.5 m
A
1.6 m3/sec
B
1.143 m3/sec
C
1.3 m3 /sec
D
1.5 m3 /sec
A
Water storage
B
Water conveyance
C
Water use
D
Consumptive use
A
Medium Reynolds flow
B
Low Reynolds flow
C
Very high Reynolds flow
D
High Reynolds flow
A
P2 = 50 N/mm2
B
P2 = 980.04 KN/mm2
C
P2 = 200 Gpa
D
P2 = 1000 Kpa
A
Lord Dalhousie
B
Lord William Bentinck
C
Lord Curzon
D
Lord Cornwallis
A
3.75%
B
5.75%
C
2.75%
D
4.75%
A
The sight vanes of the alidade should be perpendicular to the base of the ruler.
B
The ruling of fiducial edge of the alidade should be straight.
C
The surface of the board should be perfect plane.
D
The bubble on spirit level need not be at center.
A
20Kmph
B
40Kmph
C
50Kmph
D
30Kmph
A
2.5 kN
B
1.5 kN
C
2.0 kN
D
1.8 kN
A
Axis method
B
Graphical method
C
Transit method
D
Bowditch`s method
A
16 mm
B
14 mm
C
12 mm
D
20 mm
A
Leading
B
Planning
C
Controlling
D
Scheduling
A
IS- 2720, PART-29
B
IS- 456, PART-5
C
IS- 2720, PART-7
D
IS- 2720, PART-28
A
Rs. 4000 debited from the bank for business purpose
B
Rs. 4000 debited from the bank for personal use
C
Deposited cheque into the bank
D
Rs. 4000 credited into bank