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  • Question
  • For calculating the evaporation rate over a reservoir surface E = 0.771 (1.465 - 0.00732 B) (0.44 - 0.007375 V) (pe - pa), the equation is given by


  • Options
  • A. Roohwer's, formula in M.K.S.
  • B. Roohwer's formula in F.P.S.
  • C. Dalton's formula in F.P.S.
  • D. Dalton's formula in M.K.S.

  • Correct Answer
  • Roohwer's, formula in M.K.S. 


  • Water Resources Engineering problems


    Search Results


    • 1. Burge formula cumecs is based upon

    • Options
    • A. rainfall and drainage area
    • B. run off and drainage area
    • C. drainage area and its shape
    • D. drainage area.
    • Discuss
    • 2. According to Robert E. Horton, the equation of infiltration capacity curve, is (where letters carry their usual meanings)

    • Options
    • A. f = fc (fo - fc) ekt
    • B. f = ft - (fo - fc) e-kt
    • C. f = ft + (fo - fc) e-kt
    • D. f = f + (fo - fc) ekt
    • Discuss
    • 3. The run off a drainage basin is

    • Options
    • A. Initial recharge + ground water accretion + precipitation
    • B. Precipitation + ground water accretion + initial recharge
    • C. Precipitation - ground water accretion + initial recharge
    • D. Precipitation - ground water accretion - initial recharge.
    • Discuss
    • 4. If the area of storm hydrograph is equal to 102 cm, the ordinates of a unit hydrograph may be obtained by dividing the ordinates of the storm hydrograph by

    • Options
    • A. 0.5
    • B. 1
    • C. 2
    • D. 3
    • E. 4
    • Discuss
    • 5. A well penetrates to 30 m below the static water table. After 24 hours of pumping at 31.40 litres/minute, the water level in a test well at a distance of 80 m is lowered by 0.5 m and in a well 20 m away water is lowered by 1.0 m. The transmissibility of the auifer, is

    • Options
    • A. 1.185 m2/minute
    • B. 1.285 m2/minute
    • C. 1.385 m2/minute
    • D. 1.485 m2/minute
    • E. 1.585 m2/minute.
    • Discuss
    • 6. For computing the run off volumes of large areas, number of infiltrations used are

    • Options
    • A. 2
    • B. 3
    • C. 4
    • D. 5
    • Discuss
    • 7. The quantity of water retained by the sub-soil against gravity, is known

    • Options
    • A. yield
    • B. porosity
    • C. specific yield
    • D. specific retention
    • E. none of these.
    • Discuss
    • 8. If a gauge is installed perpendicular to the slope, its measurement is reduced by multiplying

    • Options
    • A. sine of the angle of inclination with vertical
    • B. cosine of the angle of inclination with vertical
    • C. tangent of the angle of inclination with vertical
    • D. calibration coefficient of the gauge.
    • Discuss
    • 9. Prof. Running suggested the method for extending the discharge curve. It is known as

    • Options
    • A. Logarithmic method
    • B. y method
    • C. General method
    • D. None of these.
    • Discuss
    • 10. While calculating the average depth of annual precipitation in a catchment basin, importance to individual raingauge station is given in

    • Options
    • A. Arithmetical method
    • B. Thiessen's mean method
    • C. Isohyetal method
    • D. both (a) and (b)
    • E. both (b) and (c).
    • Discuss


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