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CVEN3501 Water Resources Engineering - 2026 T1

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Water

needs to be released for irrigation. How much water must be released from a

reservoir to satisfy a 48,000 m

3

/day need, if the average river width is

61 m and the distance from the reservoir to the irrigation point is 78 km? 

Average

daily class A pan evaporation is 5 mm and the pan coefficient is 0.70.

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Is relative humidity, in general, highest in the afternoon or the morning?

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What is the evaporation rate (in mm/day) for a water body with net radiation = 200 W/m2 and air temperature = 25 deg C. Use the Priestley Taylor equation.

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What is the relative humidity (in percent) if saturated vapour pressure is 4.2 kPA and the actual vapour pressure is 2.94 kPa?

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Which of these values would be a reasonable pan coefficient for a class A pan?

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Water evaporates from a reservoir at a rate of 5 mm/day.

Assume:

  • Density of water = 1000 kg/m³

  • Latent heat of vaporization, Lv=2.45×106L_v = 2.45 \times 10^6J/kg

Calculate the energy flux (W/m²) required to sustain this evaporation rate.

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If the runoff hydrograph in the figure results from a total rainfall of 110 mm and the catchment storage is linear, what is the peak flow when the rainfall is 220 mm?

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Estimate the time that initial losses in the catchment have been satisfied based on the following hydrograph:

0%
0%
0%
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What is the 1% AEP year ARI, 6 hour duration rainfall intensity (mm/h)?

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What is the correct effective rainfall hyetograph given IL = 4 mm and CL = 4 mm/hr and the following total rainfall hyetograph?

Time (hours) Rainfall (mm)
0-0.51
0.5-13
1-1.510
1.5-23

33%
0%
0%
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