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

Table F-2: Additional parameters for the Type 16 inlet tests
Test ID
Number
depth
(ft)
Tw
(ft)
A
(ft 2 )
Wp
(ft)
Fr n velocity
(ft/s)
65 0.111 17 1.88 17.22 1.45 0.0108 2.736
66 0.167 18.15 5.18 18.65 1.36 0.0133 4.123
67 0.333 20.165 15.48 21.675 1.65 0.0126 8.197
80 0.111 12 1.42 12.22 1.35 0.0136 2.635
81 0.167 18.15 3.92 18.5 1.12 0.0182 2.943
82 0.333 20.165 14.2 21.525 1.41 0.0170 6.729
83 0.167 18.15 3.92 18.5 1.10 0.0184 2.903
84 0.333 20.165 14.2 21.525 1.39 0.0172 6.641
85 0.167 18.15 3.92 18.5 1.09 0.0187 2.863
86 0.333 20.165 14.2 21.525 1.41 0.0170 6.718
87 0.111 12 1.42 12.22 1.24 0.0148 2.415
88 0.167 18.15 3.92 18.5 1.06 0.0192 2.784
89 0.111 12 1.42 12.22 1.18 0.0156 2.305
90 0.167 18.15 3.92 18.5 1.06 0.0192 2.784
143 0.111 18.15 2.14 18.39 3.66 0.0074 7.138
144 0.167 18.15 5.18 18.65 2.16 0.0143 6.560
145 0.333 20.165 15.48 21.675 2.29 0.0155 11.409
174 0.111 14 1.6 14.22 2.59 0.0110 4.969
175 0.167 18.15 3.92 18.5 2.16 0.0146 5.686
176 0.333 20.165 14.2 21.525 2.41 0.0155 11.471
177 0.167 18.15 3.92 18.5 2.22 0.0142 5.846
178 0.333 20.165 14.2 21.525 2.41 0.0155 11.471
179 0.167 18.15 3.92 18.5 2.16 0.0146 5.686
180 0.333 20.165 14.2 21.525 2.43 0.0153 11.559
181 0.111 14 1.6 14.22 2.64 0.0108 5.066
182 0.167 18.15 3.92 18.5 2.32 0.0136 6.124
183 0.111 14 1.6 14.22 2.74 0.0104 5.261
184 0.167 18.15 3.92 18.5 2.41 0.0131 6.362
224 0.111 18.15 2.14 18.39 3.14 0.0118 6.119
225 0.167 18.15 5.18 18.65 2.41 0.0176 7.313
226 0.333 20.165 15.48 21.675 1.83 0.0265 9.123
255 0.167 18.15 3.92 18.5 2.73 0.0149 7.198
256 0.333 20.165 14.2 21.525 1.82 0.0264 8.672
257 0.167 18.15 3.92 18.5 2.94 0.0139 7.754
258 0.333 20.165 14.2 21.525 1.97 0.0244 9.397
259 0.111 14.6 1.66 14.82 2.55 0.0144 4.883
260 0.167 18.15 3.92 18.5 2.56 0.0159 6.760
261 0.111 14.6 1.66 14.82 2.55 0.0144 4.883
262 0.167 18.15 3.92 18.5 2.59 0.0157 6.840
263 0.111 14.6 1.66 14.82 2.36 0.0161 4.507
264 0.167 18.15 3.92 18.5 2.71 0.0155 7.158
265 0.333 20.165 14.2 21.525 1.91 0.0260 9.111
68 0.111 17 1.88 17.22 1.49 0.0105 2.819
69 0.167 18.15 5.18 18.65 1.48 0.0123 4.484
124