Crowdly
Add to Chrome
CVEN3501 Water Resources Engineering - 2026 T1
Looking for CVEN3501 Water Resources Engineering - 2026 T1 test answers and solutions? Browse our comprehensive collection of verified answers for CVEN3501 Water Resources Engineering - 2026 T1 at moodle.telt.unsw.edu.au.
Get instant access to accurate answers and detailed explanations for your course questions. Our community-driven platform helps students succeed!
Which of these values would be a reasonable pan coefficient for a class A pan?
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.
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?
Estimate the time that initial losses in the catchment have been satisfied based on the following hydrograph:
What is the 1% AEP year ARI, 6 hour duration rainfall intensity (mm/h)?
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) |
|---|---|
| 0-0.5 | 1 |
| 0.5-1 | 3 |
| 1-1.5 | 10 |
| 1.5-2 | 3 |
If the total rainfall depth in a 12 hour rainfall event is 96 mm, what is the average exceedance probability (as a percentage)?
The following rainfall event is recorded at a gauge.
| Time (minutes) | Rainfall Detph (mm/period) |
| 30 | 5 |
| 60 | 5 |
| 90 | 10 |
| 120 | 5 |
The losses from the catchment are 10 mm Initial loss and 2mm/hr continuing loss. What is the total depth of effective rainfall (i.e rainfall - losses)