☰ Hydrology (Civil Engineering) - MCQs

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Q13.

An irrigation canal is to be designed to deliver 8.3 cumecs to meet the peak Rabi demand of a total of 8000 hectares of cropped area. The estimated canal losses are 25 % of the head discharge . The duty an capacity of this will be :

  • A. 723.32 ha/cumecs
  • B. 800 ha/cumecs
  • C. 594.64 ha/cumecs
  • D. 694.34 ha/cumecs

    ✍ Discuss    
Q14.

The area, on which crops are growing in a particular season,is called:

  • A. culturable commanded area
  • B. gross sown area
  • C. net sown area
  • D. none of these

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Q15.

The meander belt for an alluvial stream is estimate to be 9 km. The peak discharge in this river will roughly be the order of :

  • A. 40.60 cumecs
  • B. 16.00 cumecs
  • C. 13.77 cumecs
  • D. 18.89 cumecs

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Q16.

What is the evaporation, if 4.75 litre of water is removed from an evaporation pan diameter 1.22m and simultaneous rainfall measurement is 8.8 mm ?

  • A. 8.64 mm
  • B. 7.24 mm
  • C. 5.34 mm
  • D. 4.74 mm

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Q17.

What volume is represented by 57mm of run-off depth from a basin of area 3300 km in cumec-days ?

  • A. 2177.08
  • B. 2275.09
  • C. 2378.5
  • D. 2425.5

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Q18.

What is the evaporation, if 4.75 litre of water is removed from an evaporation pan diameter 1.22m and simultaneous rainfall measurement is 8.8 mm ?

  • A. 8.64 mm
  • B. 7.24 mm
  • C. 5.34 mm
  • D. 4.74 mm

    ✍ Discuss