Geography Journal / 2013 / Article / Tab 6

Research Article

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

Table 6

Calculated peak discharge (m3/s) from three models in Kunur River Basin.

Event time*Effective discharge or observed discharged data (m3/s)Estimated by manning equation model (m3/s)Estimated by kinematic wave parameter (m3/s)Estimated by SCS curve number method (m3/s)

19th of September, 2000179.35239.44204.08146.52

Maximum one day rainfall 160 mm.

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