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Scour around bridge piers in Oklahoma streams (FHWA-87-2) 2150
(1987-3)
This study consisted of a hydrographic survey and determined maximum scour
around the piers at eighteen selected bridges on the Cimarron, Arkansas, and Caney
Rivers. The survey was performed soon after the 50- to I ...
REVIEW OF LABORATORY EXPERIMENTS AND COMPUTER MODELS FOR BROKEN-BOX CULVERTS (FHWA-OK-07-12 2193)
(2008-3)
The purpose of this research is to analyze the flowline data and relate it to the degradation of the river bed at bridge locations in the river. This information may then be used to replace or rehabilitate those bridges ...
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume II (FHWA-OK-89-04)
(1988-9)
Hurricane Paine, extending across the Central Plains of the United States, caused
flooding of unprecedented proportions in the Caney River. This storm produced a rainfall
varying from 20 to 30 inches in Oklahoma during ...
Scour around bridge piers in Oklahoma streams final summary report (FHWA-OK-89-09) 2150
(1989-4)
This study consisted of a hydrographic survey and determined maximum scour around the piers at eighteen selected bridges on the Cimarron, Arkansas, and Caney Rivers. The survey was performed soon after the 50- to ...
Scour around bridge piers of overflow structures at I-35 Bridge on the Cimarron River (FHWA-OK-88-2) 2150
(1988-4)
The October 1986 flood of the Cimarron River resulted in severe scour around
piers of eight overflow structures of the 1-35 bridge. A major portion of the flood
passed through these structures resulting in a high velocity ...
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume I (FHWA-OK-89-04)
(1988-9)
Hurricane Paine, extending across the Central Plains of the United States, caused
flooding of unprecedented proportions in the Caney River. This storm produced a rainfall
varying from 20 to 30 inches in Oklahoma during ...