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GENERAL FEATURES OF DESIGN Clause No Page No 100 Definitions
Determination of Designed Maximum Discharge
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afflux alluvial beds approaches Arch Ribs banks bridge structure Bridges Committee bridges constructed carriageway catchment areas causeway Clause clear distance clear width measured Code culverts Deep foundations DEPTH OF FOUNDATIONS depth of scour designed discharge designed maximum discharge direction of flow drainage edge engineer responsible erodible strata foundations in erodible FREEBOARD girder high level bridges highest flood level horizontal clearance horizontal curve identification number inch to 100 lane of traffic linear waterway Low Water Level lower rail lowest point maximum depth minimum clearance Minimum Transition Lengths natural streams obstruction ordinary flood level piers and abutments pit or bore radius of curvature railing or parapet requirements road bridges road surface roadway kerb safe bearing capacity Safety Kerb scale not less Shri H. P. Sinha skin friction square miles scale stratum structural design Submersible Bridges sufficient distance suitable superelevation superstructure top rail trial pits upstream and downstream velocity water channel width of roadway