A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hydraulic Design Curves for Kansas Standard Depressed Curb Inlets
Experiments were conducted on a 1:4 scale roadway model 40 ft. long and 6 ft. wide with a Kansas Type B curb and gutter section. Six inlet models were tested. They are four Kansas Type 22 curb-opening inlet with length equal to 6 in., 12 in., 27 in. and 42 in. (2 ft., 4 ft., 9 ft., and 14 ft. in proto-type), the Kansas Type 12 Combined inlet and the City of Topeka Type II-P combined inlet. Each inlet was tested on thirty-three different combinations of longitudinal and transverse slope to determine the intercepted flow at various total discharges. Three transverse slopes, 1:64, 1:48 and 1:32, were used. The eleven longitudinal slopes varied from zero to 0.08. Hydraulic design curves for the prototype inlets are presented and recommended for implementation.
Hydraulic Design Curves for Kansas Standard Depressed Curb Inlets
Experiments were conducted on a 1:4 scale roadway model 40 ft. long and 6 ft. wide with a Kansas Type B curb and gutter section. Six inlet models were tested. They are four Kansas Type 22 curb-opening inlet with length equal to 6 in., 12 in., 27 in. and 42 in. (2 ft., 4 ft., 9 ft., and 14 ft. in proto-type), the Kansas Type 12 Combined inlet and the City of Topeka Type II-P combined inlet. Each inlet was tested on thirty-three different combinations of longitudinal and transverse slope to determine the intercepted flow at various total discharges. Three transverse slopes, 1:64, 1:48 and 1:32, were used. The eleven longitudinal slopes varied from zero to 0.08. Hydraulic design curves for the prototype inlets are presented and recommended for implementation.
Hydraulic Design Curves for Kansas Standard Depressed Curb Inlets
Y. S. Yu (author) / R. D. Seitz (author) / S. K. Kaul (author)
1975
104 pages
Report
No indication
English
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