Hydrology miscellaneous
- Isopleths are lines on a map through points having equal depth of
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Isopleths are line joining points of equal evapotranspiration (PET)
Correct Option: C
Isopleths are line joining points of equal evapotranspiration (PET)
Direction: Ordinates of a 1-hour unit hydrograph at 1 hour intervals, starting from time t = 0, are 0, 2, 6, 4, 2, 1 and 0 m³/s.
- Catchment area represented by this unit hydrograph is
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Total volume of water = area under unit hydrograph
= 60 × 60 × 1 × (0 + 2 + 6 + 4 + 2 + 1 + 0) = 54000 m³
∵ Unit hydrograph, rainfall excess is 1 cm, i.e. 10–2 m.
A × 106 × (1 × 10-2) = 54000 (106 to make it km²)∴ A = 54000 = 5.4 km² 104 Correct Option: D
Total volume of water = area under unit hydrograph
= 60 × 60 × 1 × (0 + 2 + 6 + 4 + 2 + 1 + 0) = 54000 m³
∵ Unit hydrograph, rainfall excess is 1 cm, i.e. 10–2 m.
A × 106 × (1 × 10-2) = 54000 (106 to make it km²)∴ A = 54000 = 5.4 km² 104
Direction: At a station, Storm I of 5 hour duration with intensity 2 cm/h resulted in a runoff of 4 cm and Storm II of 8 hour duration resulted in a runoff of 8.4 cm. Assume that the φ-index is the same for both the storms.
- The intensity of storm II (in cm/h) is
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Let intensity of storm-II be P cm/hr
∴ 1.2 = P × 8 - 8.4 8
⇒ 1.2 × 8 + 8.4 = P × 8
P = 2.25 cm/hrCorrect Option: D
Let intensity of storm-II be P cm/hr
∴ 1.2 = P × 8 - 8.4 8
⇒ 1.2 × 8 + 8.4 = P × 8
P = 2.25 cm/hr
- The φ-index (in cm/h) is
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φ-index = 2 × 5 - 4 5 = 10 - 4 = 6 = 1.2 cm/hr 5 5 Correct Option: A
φ-index = 2 × 5 - 4 5 = 10 - 4 = 6 = 1.2 cm/hr 5 5
Direction: The drainage area of a watershed is 50 km². The φ index is 0.5 cm/hour and the base flow at the outlet is 10 m³/s. One hour unit hydrograph (unit depth = 1 cm) of the watershed is triangular in shape with a time base of 15 hours. The peak ordinate occurs at 5 hours.
- For a storm of depth of 5.5 cm and duration of 1 hour, the peak ordinate (in m³/s) of the hydrograph is
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For 1 cm depth, peak ordinate, Q0 = 18.52 m³/s
∴ For sum, Q = 18.52 × 5 = 92.6 m³/s.Correct Option: C
For 1 cm depth, peak ordinate, Q0 = 18.52 m³/s
∴ For sum, Q = 18.52 × 5 = 92.6 m³/s.