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

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Test ID<br />

Number<br />

Table H-2: Type 16 combination-inlet calculated efficiency<br />

Depth<br />

(ft)<br />

<strong>Grate</strong>s<br />

Flow<br />

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

(cfs) Observed Regression UDFCD New<br />

65 0.333 1 5.14 0.61 0.51 0.56<br />

66 0.501 1 21.36 0.28 0.28 0.39<br />

67 0.999 1 126.89 0.14 0.16 0.25<br />

80 0.333 1 3.74 0.50 0.49 0.63<br />

81 0.501 1 11.54 0.35 0.38 0.40<br />

82 0.999 1 95.55 0.17 0.18 0.20<br />

143 0.333 1 15.28 0.29 0.36 0.40<br />

144 0.501 1 33.98 0.21 0.24 0.27<br />

145 0.999 1 176.61 0.12 0.14 0.07<br />

174 0.333 1 7.95 0.55 0.41 0.46<br />

175 0.501 1 22.29 0.31 0.31 0.29<br />

176 0.999 1 162.89 0.13 0.15 0.06<br />

224 0.333 1 13.09 0.33 0.38 0.33<br />

225 0.501 1 37.88 0.20 0.23 0.18<br />

226 0.999 1 141.23 0.14 0.15 -0.08<br />

263 0.333 1 7.48 0.65 0.43 0.37<br />

264 0.501 1 28.06 0.32 0.29 0.21<br />

265 0.999 1 129.38 0.16 0.16 -0.05<br />

68 0.333 2 5.30 0.71 0.65 0.78<br />

69 0.501 2 23.23 0.34 0.34 0.58<br />

70 0.999 2 124.70 0.21 0.20 0.34<br />

77 0.333 2 3.27 0.57 0.66 0.84<br />

78 0.501 2 11.22 0.40 0.49 0.73<br />

79 0.999 2 94.46 0.20 0.23 0.37<br />

140 0.333 2 14.65 0.36 0.46 0.59<br />

141 0.501 2 32.73 0.27 0.31 0.38<br />

142 0.999 2 177.08 0.19 0.18 0.13<br />

185 0.333 2 7.95 0.65 0.52 0.69<br />

186 0.501 2 23.69 0.37 0.38 0.47<br />

187 0.999 2 163.67 0.20 0.19 0.15<br />

221 0.333 2 13.25 0.38 0.48 0.48<br />

222 0.501 2 36.63 0.25 0.29 0.26<br />

223 0.999 2 144.97 0.20 0.19 -0.04<br />

266 0.333 2 8.73 0.68 0.52 0.57<br />

267 0.501 2 26.50 0.38 0.37 0.35<br />

268 0.999 2 130.94 0.25 0.20 0.01<br />

71 0.333 3 4.52 0.83 0.78 0.89<br />

72 0.501 3 23.69 0.40 0.39 0.73<br />

73 0.999 3 125.80 0.27 0.23 0.45<br />

74 0.333 3 3.43 0.64 0.74 0.92<br />

75 0.501 3 11.22 0.47 0.56 0.86<br />

76 0.999 3 93.84 0.28 0.26 0.53<br />

137 0.333 3 13.25 0.45 0.55 0.74<br />

138 0.501 3 39.91 0.31 0.33 0.49<br />

147

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