Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Head Loss Due to Flow Past Inundated Deck-Type Bridges
Model studies were performed on four two-lane, deck-type bridge models to determine head loss due to bridge inundation. Flows were limited to subcritical approach velocities. Bridge height above the channel bottom was varied in five increments; tailwater depth was varied in eight increments, if possible, and downstream velocity was varied in five increments. Results are presented in dimensionless form and are suitable for continuing a water surface profile upstream from a submerged bridge. A numerical example is included.
Head Loss Due to Flow Past Inundated Deck-Type Bridges
Model studies were performed on four two-lane, deck-type bridge models to determine head loss due to bridge inundation. Flows were limited to subcritical approach velocities. Bridge height above the channel bottom was varied in five increments; tailwater depth was varied in eight increments, if possible, and downstream velocity was varied in five increments. Results are presented in dimensionless form and are suitable for continuing a water surface profile upstream from a submerged bridge. A numerical example is included.
Head Loss Due to Flow Past Inundated Deck-Type Bridges
K. H. Denson (Autor:in)
1983
59 pages
Report
Keine Angabe
Englisch
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| Online Contents | 2006
| Wiley | 1993
| UB Braunschweig | 1950
Engineering Index Backfile | 1950