Beam
Column
Footing
Retaining wall
FEWC
SPARRSO
Bangladesh Space Research and Remote Sensing Organization
RRI
STP
BRT
IPCC
Salinity
Turbidity
Hardness
TDS
The rational formula is used to estimate the peak discharge of a storm runoff.
It is given by the equation:
Q = 0.0028 CIA
where:
the runoff coefficient is 0.5, the rainfall intensity is 40 mm/hr, and the drainage area is 4 ha. The peak discharge is then:
Q = (0.0028)(0.5)(40 mm/hr)(4 ha) = 0.224 m^3/s
Therefore, the drainage discharge required to dispose the runoff generated from the catchment is 0.224 m^3/s.