Given below are the ordinates of a 6-h UH for a catchment. Calculate the values of flow rate of a DRH due to a rainfall
Posted: Mon May 02, 2022 11:03 am
Given below are the ordinates of a 6-h UH for a catchment. Calculate the values of flow rate of a
DRH due to a rainfall excess of 3.5 cm occurring in 6-h
Time (h) 0 3 6 9 12 15 18 24 30 36 42 48 54 60 69
UH ordinate
(m3
/s) 0 15 52 87 125 162 175 161 105 50 37 21 16 8 0
2. Given below are the ordinates of a 6-h UH for a catchment. Calculate the values of flow rate of a DRH due to a rainfall excess of 3.5 cm occurring in 6-h Time (h) 0 3 6 9 12 15 18 24 30 36 42 48 54 60 69 UH ordinate (m/s) 0 15 52 87 125 162 175 161 105 50 37 21 16 8 0
DRH due to a rainfall excess of 3.5 cm occurring in 6-h
Time (h) 0 3 6 9 12 15 18 24 30 36 42 48 54 60 69
UH ordinate
(m3
/s) 0 15 52 87 125 162 175 161 105 50 37 21 16 8 0
2. Given below are the ordinates of a 6-h UH for a catchment. Calculate the values of flow rate of a DRH due to a rainfall excess of 3.5 cm occurring in 6-h Time (h) 0 3 6 9 12 15 18 24 30 36 42 48 54 60 69 UH ordinate (m/s) 0 15 52 87 125 162 175 161 105 50 37 21 16 8 0