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This document contains the hydraulic calculations for Bridge No. 35 as part of the Mahesana-Taranga Gauge Conversion Project. It details the site conditions, discharge calculations using two methods, and calculation of maximum scour depth. The design discharge was calculated as 0.74 cubic meters per second. The permissible vertical clearance is 0.600 meters. The calculated scour depth below the existing bed level is 0.000 meters.

Author

Ankita

Language

EN