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What is Hydrological Analysis for RCC Bridge about?

The document discusses the hydrological analysis of a proposed RCC bridge over the Potha cherra stream. It was found that there were two different high flood level (HFL) data, making the hydraulic calculations difficult. Considering the higher HFL of 96.658m, a 3 cell box culvert of 7.0m x 5.6m was proposed. Longitudinal slope of the stream was calculated to be 0.0027. Cross sectional area and wetted perimeter at the bridge location were computed. Discharge was to be calculated using the area velocity metho

Author

RupakDas

Language

EN