Objective Questions on Civil Engineering | Multiple Choice Questions | Civil Engineering Quiz | MCQ
- (A) weight of the body
- (B) weight of the fluid displaced by the body
- (C) weight of the body and fluild displaced by the body
- (D) difference of weights of the fluid displaced and that of the body
2 >>If the total head of the nozzle of a pipe is 37.5 m and discharge is 1 cumec, the power generated is ?
- (A) 400 H.P.
- (B) 450 H.P.
- (C) 500 H.P.
- (D) 550 H.P
- (A) water hammer
- (B) hydraulic jump
- (C) critical discharge
- (D) none of these
- (A) weight of liquid vertically below the curved surface
- (B) force on a vetical projection of the curved surface
- (C) product of pressure at its centroid and the area
- (D) weight of liquid retained by the curved area
5 >>The radius of gyration of the water line of a floating ship is 4 m and its metacentric height is 72.5 cm. The period of oscillation of the ship, is ?
- (A) ?
- (B) 2?
- (C) 3?
- (D) 4?
- (A) Theoretical velocity at the outlet is 2gH
- (B) Coefficient of velocity is 1/2
- (C) Coefficient of contraction is 1
- (D) All the above
- (A) pressure in water channels, pipes, etc.
- (B) difference in pressure at two points
- (C) atmospheric pressure
- (D) very low pressure
- (A) 2
- (B) 3
- (C) 43102
- (D) 43103
- (A) Bhakra dam
- (B) Hirakund dam
- (C) Nagarjuna Sagar dam
- (D) Iddiki dam
10 >>Borrow pits should preferably be located in ?
- (A) field on the left side of the canal
- (B) field on the right side of the canal
- (C) fields on both sides of the canal
- (D) central half width of the section of the canal
- (A) ridge line
- (B) contour line
- (C) valley line
- (D) straight line
- (A) reverse curve
- (B) next curve of the same order
- (C) reverse curve plus the width of the river
- (D) none of these
- (A) Side walls of a venturi head flume are splayed out from the end of the throat at 1 : 10 for a length of 4.5 m
- (B) Length of side walls should be such that the width of the flume is made equal to 2/3rd the bed width of the distributary
- (C) Once the width of the flume becomes 2/3rd of the width of the distributary, the splayed walls are increased to 1 in 3 to get full bed width
- (D) None of these
- (A) berm
- (B) free board
- (C) height of bank
- (D) none of these
- (A) at the same level
- (B) 15 cm lower
- (C) 15 cm higher
- (D) none of these.
- (A) to reduce percolation from canals and water courses
- (B) to increase outflow from the ground water reservoir
- (C) both (a) and (b)
- (D) neither (a) nor (b)
- (A) perpendicular to the bank
- (B) inclined down stream
- (C) inclined up stream
- (D) none of these
- (A) heavy impact of water
- (B) increase of the bed level
- (C) less percentage of silt
- (D) soft soil strata
- (A) rate of flood wave
- (B) water surface elevation during floods
- (C) maximum discharge
- (D) surface slope of streams above the leveed portion
20 >>In a canal syphon, the flow is ?
- (A) under atmospheric pressure
- (B) pipe flow
- (C) with critical velocity
- (D) under negative pressure
- (A) ease of tillage for preparation of the field for optimum condition of germination
- (B) absence of aeration of soil from root zone of the plant
- (C) regular supply of water to plants from the water table by capillary action
- (D) none of these
- (A) an aqueduct
- (B) a syphon
- (C) a level crossing
- (D) inlet and outlet
- (A) 80°
- (B) 90°
- (C) 110
- (D) 120°
- (A) In free flooding irrigation, water is admitted at one corner of a field and is allowed to spread over the entire area
- (B) In check method of irrigation, the field is divided into smaller compartments and water is admitted to each in turn
- (C) In furrow irrigation water is admitted between the rows of plants in the field
- (D) None of these
- (A) 6 cumecs
- (B) 10 cumecs
- (C) 14 cumecs
- (D) 20 cumecs
- (A) syphon
- (B) aqueduct
- (C) super passage
- (D) syphonaqueduct
- (A) zero
- (B) 0.25
- (C) 0.5
- (D) 1
- (A) perpendicular to the bank
- (B) inclined up stream up to 30°
- (C) inclined down stream upto 30°
- (D) all the above
- (A) lies below the water table at every point
- (B) lies above the water table at every point
- (C) coincides the water table at every point
- (D) none of these
- (A) populated area
- (B) alkaline area
- (C) forest area
- (D) fallow land
- (A) In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its upstream junction with canal
- (B) In a level crossing a regulator is provided across the drainage at its downstream
- (C) In a level crossing, a cross regulator is provided on the canal below the crossing
- (D) All the above
- (A) Bligh's theory
- (B) Electrical analogy method
- (C) The relaxation method
- (D) Khosla's method of independent variables
- (A) width of the throat should not be less than onethird of the bed width of main canal
- (B) minimum throat width should not be less than 60 cm
- (C) length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal
- (D) all the above
- (A) meander length and the width of meander
- (B) meander length and half width of the river
- (C) curved length and the straight distance
- (D) none of these
- (A) 6
- (B) 8
- (C) 10
- (D) 11
- (A) to remove silt
- (B) to control floods
- (C) to store water
- (D) to raise water level
- (A) syphon
- (B) aqueduct
- (C) super passage
- (D) syphonaqueduct
- (A) an aqueduct
- (B) a superpassage
- (C) a syphon aqueduct
- (D) none of these
- (A) R(? + tan ?)
- (B) 2R(? + tan ?)
- (C) R(? + cos ?)
- (D) 2R(? + cos ?)
- (A) F.S.L. of the canal
- (B) discharge perimeters
- (C) pond level
- (D) all the above
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