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This document contains a hydraulic calculation for Bridge No. 34 as part of the Mahesana-Taranga Gauge Conversion Project. It includes data on the bridge dimensions, flood levels, rainfall rates, catchment area, and discharge calculations using both RDSO and area-velocity methods. The discharge was calculated as 1.66 cubic meters per second by RDSO and 4.64 cubic meters per second by area-velocity. Scour depth was calculated as 0.770 meters from the highest flood level and 0.960 meters for the maximum abutm

Author

Ankita

Language

EN