Skip to content
Design Data

Partial Flow Conditions for Culverts

ACPA-Website-Icon-DD16-Partial-Flow-Conditions-For-Culverts-1Design Data 16:  Partial Flow Conditions for Culverts

Sewers, both sanitary and storm, are designed to carry a peak flow based on anticipated land development. The hydraulic capacity of sewers or culverts constructed of precast circular concrete pipe flowing full under gravity conditions on a known slope Is readily calculated from the Manning Formula.


English | Metric