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This document provides the hydraulic calculations for Bridge No. 61 on the Mahesana-Taranga Gauge Conversion Project. It includes calculations of discharge using two methods, calculation of scour depth, and a summary of key results. The discharge was calculated as 6.78 cubic meters per second using the RDSO report method and 21.47 cubic meters per second using the area velocity method. The maximum scour depth for the abutment was calculated as 1.549 meters below the high flood level. The summary lists the d

Author

Ankita

Language

EN