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OpenSWMM Engine
6.0.0-alpha.4
Data-oriented, plugin-extensible SWMM Engine (6.0.0-alpha.4)
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Roadway weir overflow — FHWA HDS-5 (legacy roadway.c, op for op). More...
Go to the source code of this file.
Namespaces | |
| namespace | openswmm |
| namespace | openswmm::roadway |
Functions | |
| double | openswmm::roadway::getInflow (double dir, double h_road, double h1, double h2, double cd_user, bool si, double road_width, int road_surf, double length, double &dqdh, double &depth) |
| legacy roadway_getInflow: flow across a roadway weir. | |
Variables | |
| constexpr int | openswmm::roadway::SURFACE_NONE = 0 |
| legacy roadway.c RoadSurface: 0 = none (user Cd), 1 = PAVED, 2 = GRAVEL. | |
| constexpr int | openswmm::roadway::SURFACE_PAVED = 1 |
| constexpr int | openswmm::roadway::SURFACE_GRAVEL = 2 |
Roadway weir overflow — FHWA HDS-5 (legacy roadway.c, op for op).
Q = Cd * L * hWr^1.5 over the road crest. With a road width and surface the coefficient is the HDS-5 curve value: Cr from the HEAD (ft) when head / width <= 0.15, from the ratio above that, times the submergence factor Kt(ht / hWr); without them the user's Cd (SI decks: / 0.552).