Journal
JOURNAL OF HYDRAULIC ENGINEERING-ASCE
Volume 132, Issue 11, Pages 1237-1241Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9429(2006)132:11(1237)
Keywords
stormwater management; streets; inlets; waterways; clogging
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The current design procedure for sizing a single-unit curb opening inlet has been expanded to multiple-unit inlet designs. The decay function derived in this study can consistently convert a single-unit clogging factor to its multiple-unit clogging factor. The design procedure is then revised to apply the clogging factor to the length of on-grade inlets or to the opening area of sump inlets. The revised equation provides a consistent basis for comparison among various inlet sizes on continuous grade or in sump.
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