Case Study 1: Inlet Control (Pipe Culvert)

                            Figure 7.6 Culvert location and levels                                   

 

General information:

Q value                                   : 4.8 m3/s

Length                                     : 36 m

Natural waterway inverts level:

Inlet level                                 : 57.98 m

Outlet level                              : 57.50 m

Proposed pavement level       : 60.48 m

Minimum Free board              : 0.3 m

Culvert shape                          : Pipe Concrete

Acceptable upstream flood level                                = 59.73m

Estimated downstream tailwater level                        = 58.30m

 

 

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