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Site reconnaissance survey
Estimation of design discharge and water level
Local scour at bridge crossings
4 other sections not shown
abutments alluvial apron assessing backwater effect bank protection bed load bed material bridge crossing bridge design bridge piers bridge waterway cable calculated catchment channel geometry channel width Chapter coefficient construction cross-section cylindrical pier debris depth of flow depth of scour design discharge determine discharge and water discharge per unit downstream Dyke construction Engineering Engrs Equation Extrapolation flood discharge flood plain Frequency analysis gravel groynes guide banks hydraulic factors Hydraulics Research Station hydrodynamic forces hydrology impact forces Instn Civ Kaduna River lift forces maximum method model investigation obtained particle pier geometry pier shape Proc proposed bridge references return period rip rap river bank river channel River Teifi river training runoff scour depth scour level sediment transporting ship collision slope span stage discharge relationship submersible bridge survey Table Temerloh tion unit hydrograph upstream Ven Te Chow water level measurements waterway opening waterway width Wuya