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, 2000 | 179.35 | 239.44 | 204.08 | 146.52 |
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Maximum one day rainfall 160 mm.
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