A 6-h storm had 6 cm of rainfall and the resulting runoff was 3.0 cm. If the index remains at the same value the runoff due to 12 cm of rainfall in 9 h in the catchment is
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- A 6-h storm had 6 cm of rainfall and the resulting runoff was 3.0 cm. If the pindex remains at the same value the runoff due to 12 cm of rainfall in 9 h in the catchment is?A 6 hour storm has 6 cm of rainfall and the resulting runoff was 3 cm. if the phy index remains at the same value, which one of the following is the runoff due to 12 cm of rainfall in 9 hours in the catchment?The table below shows the observed rainfall intensity on a 2.26 km? catchment area. Estimate the o index if the observed runoff is 282 097 m3.
- The rainfall on five successive days on a catchment was 2, 6, 9, 5 and 3 cm. If the o-index for the storm can be assumed to be 3 cm/day, the total direct runoff from the catchment is?The ordiantes of a 6h-UH of a watershed having a drainage area of 393 km^2 are given below. For a storm over the watershed having excess rainfall of 5cm for the first six hours and 15cm for the second six hours, compute the direct runoff hydrograph ordiantes and plot the hydrograph. (List all the DRH ordiantes in order)An urban park has a drainage basin area of 398 ac. The 25-year rainfall event has a precipitation intensity of 2.382 in./h. If the C factor is 0.75, what is the maximum rate that overland flow will drain from the urban park?
- A catchment area has a time of concentration of 20 minutes, an area of 20 has. and a runoff coefficient of 0.25. Estimate the peak discharge corresponding to a 25-year period if the intensity-duration-frequency for the storm in the area can be expressed byAt 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 -index is the same for both the storms. The intensity of storm II (in cm/h) is:In a typical 3 hours storm producing 60 mm runoff from a basin and its flow ordinate are presented below estimate the peak flow and its time of occurrence in a flood created by 6 hours storms which produces 30 mm of the runoff during the first 3 hours and 45 mm runoff during the second 3 hours. plot the flow hydrograph
- After a 2-hour storm, a station downstream from a 40 square mile drainage basin measures 9300 cfs as a peak discharge and 3400 acre-feet as total runoff. Find the 2-hour unit hydrograph peak discharge.A storm with 12 cm precipitation produced a direct surface runoff of 7.2 cm in the equivalent depth unit. Assume the duration of the excess rainfall (te) is equal to the total duration of the storm for the first trial, te = 5 hr. Compute the trial value of ØRainfall of intensity of 20mm/h occurred over a watershed of area 100 hafor a duration of 6 h measured direct runoff volume in the stream drainingthe watershed was found to be 30,000 cubic meters. What is theprecipitation not available for runoff in this case?