Guo, J. C., & MacKenzie, K. (2012). Hydraulic efficiency of grate and curb-opening inlets under clogging effect (Report No. CDOT-2012-3). Colorado. DTD Applied Research and Innovation Branch. https://rosap.ntl.bts.gov/view/dot/24517
Guo, James C.Y. and Ken MacKenzie. Hydraulic efficiency of grate and curb-opening inlets under clogging effect. Report no. CDOT-2012-3. Colorado. DTD Applied Research and Innovation Branch, 2012. https://rosap.ntl.bts.gov/view/dot/24517.
Guo, James C.Y., and Ken MacKenzie Hydraulic efficiency of grate and curb-opening inlets under clogging effect. Colorado. DTD Applied Research and Innovation Branch, 2012, Report no. CDOT-2012-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/24517.
The goal of this project is to investigate the hydraulic efficiencies of Type 13 (bar inlets), Type 16
;
(vane inlets), and Type R (curb-opening inlets) for street and roadway drainage. Although these inlets
;
have been widely used in many metropolitan areas, the design empirical formulas and coefficients have
;
not been verified. In this study, a flume was constructed in the laboratory to simulate street gutter
;
flows ranging from 6 to 18 inch of flow depths. Type 13, 16, and curb-opening inlet models were built
;
using a 1/3 scale to investigate the depth-flow relations under both on-grade and in-sump conditions. It
;
was found that the flow interception capacity for a sump inlet is determined by either weir or orifice
;
hydraulics, whichever is less for the given flow depth. Two new splash-velocity curves were developed
;
to model the street gutter flow around a Type 13 or 16 inlet on a grade. In this study, a decay-based
;
clogging factor was developed and recommended for the design of a series of inlets. The clogging
;
effect shall be applied to the effective wetted length for an inlet that operates like a weir, or to the
;
effective opening area for an inlet that operates like an orifice in a sump.
Guo, J. C., & MacKenzie, K. (2012). Hydraulic efficiency of grate and curb-opening inlets under clogging effect (Report No. CDOT-2012-3). Colorado. DTD Applied Research and Innovation Branch. https://rosap.ntl.bts.gov/view/dot/24517
Guo, James C.Y. and Ken MacKenzie. Hydraulic efficiency of grate and curb-opening inlets under clogging effect. Report no. CDOT-2012-3. Colorado. DTD Applied Research and Innovation Branch, 2012. https://rosap.ntl.bts.gov/view/dot/24517.
Guo, James C.Y., and Ken MacKenzie Hydraulic efficiency of grate and curb-opening inlets under clogging effect. Colorado. DTD Applied Research and Innovation Branch, 2012, Report no. CDOT-2012-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/24517.
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ensure public access to scientific information.
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