FLOOD01902

• County: Pitkin
• Community: Aspen
• Title: Drainage Facility Capacity Analysis of City of Aspen
• Date: 9/1/1998
• Prepared For: Aspen
• Prepared By: WRC Engineering, Inc.
• Floodplain - Doc Type: Project

TABLE 4: SWMM ROUTING PARAMETERS
PIPE
DIAMETER LEFT RIGHT OVERBANK!
DOWNSTREAM TYPE OF OR CHANNEL LONGITUDINAl SIDE SIDE SURCHARGE
CONVEYANCE CONVEYANCE CONVEYANCE WIDTH LENGTH SLOPE SLOPE SLOPE MANNING'S DEPTH
ELEMENT ElEMENT ElEMENT (feet) (feet) (feet!feel) (feetlfeet) (feellfeet) n (feet)
101 0 1 0.001 0 0 0.001 10
104 0 1 0.001 0 0 0.001 10
102 202 0 1 0.001 0 0 0.001 10
202 108 Pipe wi Overflow 1.3 1000 0.085 0 0 0.024 1.25
1 1000 0.065 50 50 0.035 10
108 0 1 0.001 0 0 0.001 10
121 221 0 1 0.001 0 0 0.001 10
221 120 Channel 10 1280 0.281 12 12 0.13 20
120 220 0 1 0.001 0 0 0.001 10
220 109 ChaMeI wI Overfl 0.5 1140 0.07 12 12 0,045 0.5
10 1140 0.07 50 50 0.14 20
109 209 0 1 0.001 0 0 0.001 10
209 107 Pipe wI Overflow 2 1500 0.013 0 0 0.024 2
1 1500 0.013 50 50 0.02 10
105 205 0 1 0.001 0 0 0.001 10
205 107 Pipe wI Overflow 1.8 1050 0.01 0 0 0.015 1.75
1 1050 0.01 50 50 0.02 10
106 208 0 1 0.001 0 0 0.001 10
206 107 Pipe wI Overflow 2 1460 0,007 0 0 0.024 2
1 1460 0.007 50 50 0.02 10
107 207 0 1 0,001 0 0 0.001 10
207 119 Pipe wI Overflow 3 620 0.008 0 0 0.024 3
1 620 0.008 50 50 0.02 10
119 219 0 1 0.001 0 0 0.001 10
219 103 Pipe wi Overflow . 300 0.01 0 0 0.024 4
1 300 0.01 50 50 0.02 10
103 203 0 1 0.001 0 0 0.001 10
203 118 I'ipe wI Overflow 3 920 0.065 0 0 0.024 3
1 920 0.065 50 50 0.035 10
118 0 1 0.001 0 0 0.001 10
116 216 0 1 0.001 0 0 0.001 10
216 117 Pipe wi Overflow 3 2120 0.024 0 0 0.015 3
1 2120 0.024 50 50 0.02 10
117 217 0 1 0.001 0 0 0.001 10
217 110 Pipe wi Overflow 2 820 0.024 0 0 0.024 2
1 820 0.024 50 50 0.02 10
123 223 0 1 0.001 0 0 0.001 10
223 122 Channel 10 1800 0.469 12 12 0.14 20
124 122 0 1 0.001 0 0 0.001 10
122 222 0 1 0.001 0 0 0.001 10
222 114 Channel 10 5220 0.343 12 12 0.053 20
113 213 0 1 0.001 0 0 0.001 10
213 114 Channel wI Overflow 0.5 110 0.133 12 12 0.045 0.5
10 110 0.133 50 50 0.02 20
114 21. 0 1 0.001 0 0 0.001 10
214 115 Channel wI Overflow 0.5 300 0.064 12 12 0.045 0.5
10 300 0.064 50 50 0.02 20
115 215 0 1 0.001 0 0 0.001 10
215 112 Pipe wi Overflow 3 1680 0.023 0 0 0.02' 3
1 1680 0.023 50 50 0.02 10
112 212 0 1 0.001 0 0 0.001 10
212 111 Pipe wi Overflow 3 750 0.026 0 0 0.24 3
1 750 0.026 50 50 0.035 10
111 211 0 1 0.001 0 0 0.001 10
211 110 Pipe wI Overflow 3 1400 0.029 0 0 0.015 3
1 1400 0.029 50 50 0.035 10
110 0 1 0.001 0 0 0.001 10
ASPEN100.x1J WRC ENGINEERING ",...
SWMMRoulParam. TabliM PN 1963 10:06 AM