1. The observed value of the standard penetration number (N) at 10m depth of a siltysand deposit is 13. The unit weight of the soil is 16 kN/in 3.The N value after correcting for the presence of fines will be:
(A) 12
(B) 13
(C) 14
(D) 15
2.The force 'F' required at equilibrium on the semi-cylindrical gate shown below is:
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- 9.81 kN
- 0.0 kN
- 19.62 kN
- none of the above
3.Velocity distribution in a boundary layer flow over a plate is given by
(u/u m) = 1.5 h - 0.5 h 3 J
where, h = y/ d ; y is the distance measured normal to the plate; d is
the boundary layer thickness; and U m is the maximum velocity at y = d
. If the shear stress t , acting on the plate is given by
t =K( m u m)/ d
where, m is the dynamic viscosity of the fluid, K takes the value of:
(C) 1.5
(0) none of the above
4.A 6-hour Unit Hydrograph (UH) of a catchment is triangular in
shape with a total time base of 36 hours and a peak discharge of 18 m 3
/s. The area of the catchment (in sq. km) is:
- 233
- 117
- 1.2
- sufficient information not available
5.When there is an increase in the atmospheric pressure, the water level in a well penetrating in a confined aquifer:
- increases
- decreases
- may increase or decrease depending on the nature of the-1fquifer
- does not undergo any change
6.In a domestic wastewater sample, COD and BOD were measured.
Generally which of the following statement is true for their relative
magnitude?
- COD = BOD
- COD > BOD
- COD <BOD
- Nothing can be said
7.In disinfection, which of the following forms of chlorine is most effective in killing the pathogenic bacteria?
8.A Trickling filter is designed to remove:
- Settleable Solids
- Colloidal Solids
- Dissolved Organic Matter
- None of the above
9.In natural water, hardness is mainly caused by:
- Ca ++ and Mn ++
- Ca ++ and Fe ++
- Na + and K +
- Ca ++ and Mg ++
10.Bitumen is derived from:
- destructive distillation of coal tar
- destructive distillation of petroleum
- fractional distillation of petroleum
- naturally occurring ores
11. Dowel bars in concrete pavement are placed
along the direction of traffic
- perpendicular to the direction of traffic
- along 45° to the direction of traffic
- can be placed along any direction
12. Stopping sight distance and frictional co-efficients are
- directly proportional to each other
- inversely proportional to each other
- unrelated
- either directly or inversely proportional to each other depending on the nature of pavement
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