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  • Question
  • Sharp crested weirs are generally used


  • Options
  • A. for large flows
  • B. for small flows
  • C. for streams carrying high sediment loads
  • D. for rivers carrying floating debris
  • E. none of these.

  • Correct Answer
  • for large flows 


  • Water Resources Engineering problems


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    • 1. The respective storm totals at three surrounding stations A, B and C are 110, 90 and 70 mm. If the normal annual precipitation amounts at stations X, A, B and C are respectively 1000, 1100, 1200 and 1250 mm, the estimated storm precipitation at X is

    • Options
    • A. 75 mm
    • B. 77 mm
    • C. 79 mm
    • D. 81 mm.
    • Discuss
    • 2. The radius of influence is

    • Options
    • A. radius of the main well
    • B. distance from the wall of main well to the point of zero draw down
    • C. distance from the centre of main well to the point of zero draw down
    • D. none of these.
    • Discuss
    • 3. If the slope of a line for infiltration capacity curve is , the value of constant k in Horton's equation of infiltration capacity curve, is

    • Options
    • A. 2.0
    • B. 2.5
    • C. 3.0
    • D. 3.5
    • E. 4.0.
    • Discuss
    • 4. In estimating the rate of evaporation from the reservoir surface, a pan 1.5 metres in diameter, was filled upto 8.0 cm. During a specified period of time, the rainfall recorded was 5 cm. 3 cm of water was removed from the pan to keep the depth of water. At the end of the time, the depth was 9 cm. If the pan coefficient is 0.6, the evaporation loss is

    • Options
    • A. 2 mm
    • B. 4 mm
    • C. 6 mm
    • D. 6 mm.
    • Discuss
    • 5. If the loss due to friction in pipes is 4 m, the total losses in strainer and bends may be taken as

    • Options
    • A. 0.10 m
    • B. 0.20 m
    • C. 0.5 m
    • D. 1.0 m.
    • Discuss
    • 6. The area of a drainage basin whose axial length is 100 km is 2500 sq. km. Its form factor is

    • Options
    • A. 0.10
    • B. 0.20
    • C. 0.25
    • D. 0.30
    • E. 0.35
    • Discuss
    • 7. Pick up the correct statement from the following :

    • Options
    • A. The unit hydrograph of a specified unit duration obtained from the past data can be used to obtain the hydrograph of future storms of like duration
    • B. To obtain the ordinates of storm hydrograph, the ordinates of unit hydrograph are multiplied by the multiplying factor
    • C. The multiplying factor for storm hydrograph may be obtained by dividing the run off in mm by 25 mm
    • D. A tolerance of about 25% of specified duration of unit hydrograph may be accepted without any serious error
    • E. All the above.
    • Discuss
    • 8. Pick up the correct statement from the following :

    • Options
    • A. The ratio of total volume of voids in soil aggregates to the total volume of aggregate, is called Porosity
    • B. Water retained by the interstices due to molecular attraction, is called pellicular water
    • C. The ratio of volume of water obtained by gravity drainage to the total volume of the materials drained, is called 'yield'
    • D. Sum of the percentage of specific yield and specific retention is 100
    • E. All the above.
    • Discuss
    • 9. The form factor of a drainage basin is obtained by dividing

    • Options
    • A. area of the basin by the axial length
    • B. average width of the basin by the axial basin
    • C. area of the basin by the square of the axial length
    • D. both (a) an (b)
    • E. both (b) and (c).
    • Discuss
    • 10. The specifications of most commonly used standard gauges in India, are

    • Options
    • A. 200 sq. cm collector and 4 litres bottle
    • B. 100 sq. cm collector and 2 litres bottle
    • C. 200 sq. cm collector and 10 litres bottle
    • D. 100 sq. cm collector and 4 litres bottle.
    • Discuss


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