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Evaluation of Flood Risk Factors in the Design of Highway Stream Crossings
The overall objective of the study is to develop an engineering systems analysis method to enhance the decision-making process in the design of highway stream crossings. This method applies economic risk techniques as well as standard hydraulic and hydrologic factors in the design of bridge waterways. Volume 5 reports test data from experiments with two types of spur dike models, logarithmic and elliptic, for two flow rates, 9.3 cfs and 5.3 cfs. For each combination, velocities and depths were measured along the model face and across the bridge opening.
Evaluation of Flood Risk Factors in the Design of Highway Stream Crossings
The overall objective of the study is to develop an engineering systems analysis method to enhance the decision-making process in the design of highway stream crossings. This method applies economic risk techniques as well as standard hydraulic and hydrologic factors in the design of bridge waterways. Volume 5 reports test data from experiments with two types of spur dike models, logarithmic and elliptic, for two flow rates, 9.3 cfs and 5.3 cfs. For each combination, velocities and depths were measured along the model face and across the bridge opening.
Evaluation of Flood Risk Factors in the Design of Highway Stream Crossings
M. T. Tseng (Autor:in) / J. L. Matticks (Autor:in) / B. Black (Autor:in)
1974
25 pages
Report
Keine Angabe
Englisch