Geography Journal / 2013 / Article / Tab 3

Research Article

Estimation of Peak Flood Discharge for an Ungauged River: A Case Study of the Kunur River, West Bengal

Table 3

The required parameters for measurement flow velocity from kinematic wave parameter and discharge.

Rain intensity (cm/h)
( )
Drainage basin area (km2)
( )
Slope of main river in drainage basin outlet (%) ( )Manning's roughness coefficient ( )Mean flow width in outlet of drainage basin (m) ( )Flow velocity (m/s)
( ) 

Cross-section area (CSA) = (m2)Discharge
( ) m3/s

0.0024922.400.190.03556.30.75272.10204.08

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