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.
Center for Research, IncorporatedKansas University, 2385 Irving Road
Lawrence, KS USA 66045
Washington, DC USA 20590
- Yu, Y S
- Seitz, R D
- Kaul, S K
- Publication Date: 1975-2
- Features: Appendices; Figures; References;
- Pagination: 104 p.
- TRT Terms: Culvert inlets; Curbs; Design; Drainage; Drains; Flow; Flow measurement; Flow visualization; Hydraulic structures; Hydraulics; Scale models; Slopes; Storm sewers; Streamflow; Structural design; Water
- Uncontrolled Terms: Design criteria; Hydraulic design; Hydraulic models; Inlets
- Geographic Terms: Kansas
- Old TRIS Terms: Gravity drainage
- Subject Areas: Bridges and other structures; Design; Highways; Hydraulics and Hydrology;
- Accession Number: 00091357
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: K-F-73-6 Final Rpt.
- Contract Numbers: 73-6
- Files: NTIS, TRIS, USDOT
- Created Date: Jul 15 1975 12:00AM