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Hydraulic Efficiency of Grate and Curb Inlets - Urban Drainage and ...

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Table H-3: Type R curb inlet calculated efficiency<br />

Test ID<br />

Number Depth Length Flow<br />

<strong>Efficiency</strong><br />

(ft) (ft) (cfs) Observed Regression UDFCD New<br />

44 0.333 15 4.36 0.89 0.95 0.95<br />

45 0.501 15 20.26 0.51 0.51 0.55<br />

46 0.999 15 128.76 0.24 0.22 0.22<br />

47 0.333 12 3.90 0.84 0.84 0.87<br />

48 0.501 12 21.82 0.38 0.41 0.43<br />

49 0.999 12 126.26 0.20 0.18 0.18<br />

50 0.333 9 4.21 0.70 0.62 0.70<br />

51 0.501 9 21.51 0.35 0.32 0.34<br />

52 0.999 9 127.82 0.15 0.14 0.14<br />

53 0.333 5 4.36 0.50 0.36 0.43<br />

54 0.501 5 22.29 0.24 0.19 0.19<br />

55 0.999 5 125.48 0.08 0.08 0.08<br />

122 0.333 15 3.27 0.90 1.00 1.00<br />

123 0.501 15 10.91 0.60 0.78 0.71<br />

124 0.999 15 94.31 0.31 0.30 0.27<br />

119 0.333 12 2.81 0.83 1.00 0.96<br />

120 0.501 12 10.91 0.53 0.64 0.60<br />

121 0.999 12 93.84 0.25 0.25 0.22<br />

116 0.333 9 3.12 0.65 0.79 0.81<br />

117 0.501 9 11.22 0.47 0.49 0.46<br />

118 0.999 9 93.84 0.19 0.19 0.17<br />

110 0.333 5 2.96 0.58 0.49 0.53<br />

111 0.501 5 11.07 0.39 0.29 0.28<br />

112 0.999 5 93.22 0.12 0.11 0.09<br />

125 0.333 15 14.81 0.44 0.45 0.58<br />

126 0.501 15 33.51 0.30 0.38 0.40<br />

127 0.999 15 178.48 0.18 0.18 0.18<br />

128 0.333 12 13.41 0.43 0.40 0.50<br />

129 0.501 12 32.89 0.27 0.31 0.33<br />

130 0.999 12 176.14 0.15 0.15 0.14<br />

131 0.333 9 13.41 0.36 0.31 0.39<br />

132 0.501 9 29.62 0.23 0.26 0.27<br />

133 0.999 9 173.03 0.11 0.11 0.11<br />

134 0.333 5 13.09 0.25 0.19 0.23<br />

135 0.501 5 28.37 0.16 0.16 0.16<br />

136 0.999 5 178.95 0.08 0.07 0.06<br />

203 0.333 15 7.01 0.84 0.72 0.82<br />

204 0.501 15 21.51 0.49 0.50 0.50<br />

205 0.999 15 166.79 0.19 0.20 0.19<br />

200 0.333 12 7.48 0.71 0.57 0.68<br />

201 0.501 12 21.67 0.42 0.40 0.42<br />

202 0.999 12 166.79 0.15 0.17 0.15<br />

197 0.333 9 6.24 0.65 0.44 0.61<br />

198 0.501 9 21.82 0.34 0.31 0.32<br />

149

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