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SWP272884(7)
an Am anlml = 120 NE 11th St. Alm 110 3 Z 105 I00 NE 10th St. .-7 Ys At 90 NE 9th St. 10. 85 SI O c � g > o � 0 9 o Q o 80 m Z 3 w 2�. � a) U NE 7th St. _'2 X0 E -Y � Y I W 7 ' Z N 10 i 5 20 25 30 35 40 45 50 55 60 65 70 25. 1 22 LL �° l • Z i7 z 0 0 L s Legend Ui Z 10 Node 0 5 Conduit Figure 4 Q Basin SWMM Model Schematic CO v�' 1 f Z4 n� v5� i 20 NE 11th St. N lbv- �• �� v� q.4� U e S, v7 d 17 c1 AIAI ( '07.. t/�T�- k7lo � 115A �• 1 y ,� 110 105 3. 3 A I. � l D0 NE 10th St. 9S U ,gyp �•� 90 NE 9th St. > 85 ¢ m 7 Q oZ Q Q 80 Q o oE o � w 0cu L Y 2 7 S E CD Q U E— NE 7th St.—� = Y /7 N 2S 4S 5S 65 15 10 20 30 35 40 50 60 70 c O _O LL d O C O f L Legend W e to Node N g IS Conduit Figure 4 Q Basin SWMM Model Schematic NE 7th and Monroe Review of Model Hydrology Existing 100-Yr Future 100-Yr Surcharge Max Max Surcharge Channel Sub-basin Max Inflow Max Outflow In-out Length Inflow Outflow In-out Length 22 8 41.8 10.5 1.3 ,1 5.8 47.0 10.5 36.5 8.0 51 6 14.4 3.6 Q4.5 .9 4.5 16.5 3.6 12.9 6.5 81 5 8.0 3.6 1.3 9.1 3.6 5.5 1.6 91 4 15.9 5.0 .9 3.2 18.1 5.0 13.0 4.5 121 1 4.4 0.7 7 8.9 5.0 0.7 4.3 12.3 61.2 72.2 Aeri'sed 101445 "Vo✓ 2� Z Qd/ BACKWATER COMPUTER PROGRAM FOR PIPES Y*° r� Pipe data from file:ne7th.bwp Surcharge condition at intermediate junctions Tailwater Elevation:214.02 feet Discharge Range:3. to 52. Step of 3. (cfs] Overflow Elevation:398.16 feet Weir:NONE Upstream Velocity:l. feet/sec PIPE NO. 1: 47 LF - 2411CP @ 9.04% OUTLET: 206.00 INLET: 210.25 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 217.41 BEND: 75 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 3.80 214.05 * 0.012 0.61 0.28 8.02 8.02 3.78 3.80 0.74 6.00 3.88 214.13 * 0.012 0.87 0.39 8.02 8.02 3.80 3.88 1.14 9.00 4.02 214.27 * 0.012 1.08 0.48 8.02 8.02 3.83 4.02 1.48 12.00 4.21 214.46 * 0.012 1.25 0.55 8.02 8.02 3.88 4.21 1.82 15.00 4.46 214.71 * 0.012 1.40 0.62 8.02 8.02 3.95 4.46 2.15 18.00 4.77 215.02 * 0.012 1.53 0.68 8.02 8.02 4.02 4.77 2.53 21.00 5.13 215.38 * 0.012 1.65 0.74 8.02 8.02 4.12 5.13 3.00 24.00 5.54 215.79 * 0.012 1.74 0.79 8.02 8.02 4.22 5.54 3.53 27.00 6.01 216.26 * 0.012 1.81 0.84 8.02 8.02 4.34 6.01 4.14 30.00 6.54 216.79 * 0.012 1.87 0.89 8.02 8.02 4.47 6.54 4.82 33.00 7.12 217.37 * 0.012 1.91 0.94 8.02 8.02 4.62 7.12 5.56 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 7.75 218.00 * 0.012 1.93 0.99 8.02 8.02 4.78 7.75 6.38 39.00 8.45 218.70 * 0.012 1.95 1.04 8.02 8.02 4.96 8.45 7.28 42.00 9.19 219.44 * 0.012 1.97 1.09 8.02 8.02 5.15 9.19 8.24 45.00 10.00 220.25 * 0.012 1.97 1.13 8.02 8.02 5.35 10.00 9.27 48.00 10.85 221.10 * 0.012 1.98 1.18 8.02 8.02 5.57 10.85 10.38 51.00 11.77 222.02 * 0.012 1.99 1.23 8.02 8.02 5.81 11.77 11.55 54.00 12.80 223.05 * 0.012 1.99 1.28 8.02 8.02 6.05 12.74 12.80 PIPE NO. 2: 40 LF - 24"CP @ 4.38% OUTLET: 210.25 INLET: 212.00 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 218.66 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 2.07 214.07 * 0.012 0.61 0.33 3.80 3.80 2.06 2.07 0.78 6.00 2.21 214.21 * 0.012 0.87 0.47 3.88 3.88 2.15 2.21 1.15 9.00 2.44 214.44 * 0.012 1.08 0.57 4.02 4.02 2.32 2.44 1.46 12.00 2.76 214.76 * 0.012 1.25 0.66 4.21 4.21 2.56 2.76 1.74 15.00 3.18 215.18 * 0.012 1.40 0.75 4.46 4.46 2.86 3.18 2.00 18.00 3.69 215.69 * 0.012 1.53 0.82 4.77 4.77 3.23 3.69 2.29 21.00 4.29 216.29 * 0.012 1.65 0.90 5.13 5.13 3.67 4.29 2.65 24.00 4.98 216.98 * 0.012 1.74 0.97 5.54 5.54 4.17 4.98 3.07 27.00 5.77 217.77 * 0.012 1.81 1.04 6.01 6.01 4.75 5.77 3.54 30.00 6.65 218.65 * 0.012 1.87 1.10 6.54 6.54 5.39 6.65 4.06 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 7.62 219.62 * 0.012 1.91 1.17 7.12 7.12 6.09 7.62 4.64 36.00 8.68 220.68 * 0.012 1.93 1.24 7.75 7.75 6.87 8.68 5.28 39.00 9.84 221.84 * 0.012 1.95 1.31 8.45 8.45 7.71 9.84 5.97 42.00 11.09 223.09 * 0.012 1.97 1.38 9.19 9.19 8.62 11.09 6.71 45.00 12.43 224.43 * 0.012 1.97 1.46 10.00 10.00 9.59 12.43 7.52 48.00 13.87 225.87 * 0.012 1.98 1.54 10.85 10.85 10.64 13.87 8.37 51.00 15.40 227.40 * 0.012 1.99 1.64 11.77 11.77 11.75 15.40 9.29 54.00 17.08 229.08 * 0.012 1.99 1.76 12.80 12.80 12.99 17.08 10.25 f � PIPE NO. 3: 180 LF - 24"CP @ 8.39% OUTLET: 212.00 INLET: 227.11 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 233.15 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 227.84 * 0.012 0.61 0.29 2.07 2.07 0.61 ***** 0.73 6.00 1.09 228.20 * 0.012 0.87 0.40 2.21 2.21 0.87 ***** 1.09 9.00 1.37 228.48 * 0.012 1.08 0.49 2.44 2.44 1.08 ***** 1.37 12.00 1.61 228.72 * 0.012 1.25 0.56 2.76 2.76 1.25 ***** 1.61 15.00 1.83 228.94 * 0.012 1.40 0.63 3.18 3.18 1.40 ***** 1.83 18.00 2.06 229.17 * 0.012 1.53 0.69 3.69 3.69 1.53 ***** 2.06 21.00 2.35 229.46 * 0.012 1.65 0.75 4.29 4.29 1.65 ***** 2.35 24.00 2.69 229.80 * 0.012 1.74 0.81 4.98 4.98 1.74 ***** 2.69 27.00 3.07 230.18 * 0.012 1.81 0.86 5.77 5.77 1.81 ***** 3.07 30.00 3.50 230.61 * 0.012 1.87 0.91 6.65 6.65 1.87 ***** 3.50 33.00 3.97 231.08 * 0.012 1.91 0.96 7.62 7.62 1.91 ***** 3.97 36.00 4.48 231.59 * 0.012 1.93 1.01 8.68 8.68 1.93 ***** 4.48 39.00 5.04 232.15 * 0.012 1.95 1.06 9.84 9.84 1.95 ***** 5.04 42.00 5.65 232.76 * 0.012 1.97 1.11 11.09 11.09 1.97 ***** 5.65 **************** OVERFLOW ENCOUNTERED AT 45.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 45.00 6.30 233.41 * 0.012 1.97 1.16 12.43 12.43 3.40 5.06 6.30 48.00 7.55 234.66 * 0.012 1.98 1.21 13.87 13.87 5.66 7.55 6.99 51.00 10.21 237.32 * 0.012 1.99 1.26 15.40 15.40 8.08 10.21 7.73 54.00 13.10 240.21 * 0.012 1.99 1.31 17.08 17.08 10.71 13.10 8.51 PIPE NO. 4: 108 LF - 24"CP @ 9.62% OUTLET: 227.11 INLET: 237.50 INTYP: 5 JUNC NO. 4: OVERFLOW-EL: 242.30 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 238.23 * 0.012 0.61 0.28 0.73 0.73 0.61 ***** 0.73 6.00 1.13 238.63 * 0.012 0.87 0.39 1.09 1.09 0.87 ***** 1.13 9.00 1.47 238.97 * 0.012 1.08 0.47 1.37 1.37 1.08 ***** 1.47 12.00 1.80 239.30 * 0.012 1.25 0.54 1.61 1.61 1.25 ***** 1.80 15.00 2.14 239.64 * 0.012 1.40 0.61 1.83 1.83 1.40 ***** 2.14 18.00 2.52 240.02 * 0.012 1.53 0.67 2.06 2.06 1.53 ***** 2.52 21.00 2.99 240.49 * 0.012 1.65 0.72 2.35 2.35 1.65 ***** 2.99 24.00 3.53 241.03 * 0.012 1.74 0.78 2.69 2.69 1.74 ***** 3.53 27.00 4.14 241.64 * 0.012 1.81 0.83 3.07 3.07 1.81 ***** 4.14 **************** OVERFLOW ENCOUNTERED AT 30.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 30.00 4.83 242.33 * 0.012 1.87 0.88 3.50 3.50 1.87 ***** 4.83 33.00 5.59 243.09 * 0.012 1.91 0.93 3.97 3.97 1.91 ***** 5.59 36.00 6.42 243.92 * 0.012 1.93 0.97 4.48 4.48 1.93 ***** 6.42 39.00 7.33 244.83 * 0.012 1.95 1.02 5.04 5.04 1.95 ***** 7.33 42.00 8.31 245.81 * 0.012 1.97 1.07 5.65 5.65 1.97 ***** 8.31 45.00 9.36 246.86 * 0.012 1.97 1.11 6.30 6.30 1.97 ***** 9.36 48.00 10.48 247.98 * 0.012 1.98 1.16 7.55 7.55 1.98 ***** 10.48 51.00 11.68 249.18 * 0.012 1.99 1.20 10.21 10.21 1.99 ***** 11.68 54.00 14.84 252.34 * 0.012 1.99 1.25 13.10 13.10 7.96 14.84 12.99 PIPE NO. 5: 116 LF - 24"CP @ 11.21% OUTLET: 236.50 INLET: 249.50 INTYP: 5 JUNC NO. 5: OVERFLOW-EL: 254.83 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.71 250.21 * 0.012 0.61 0.27 1.73 1.73 0.61 ***** 0.71 6.00 1.06 250.56 * 0.012 0.87 0.37 2.13 2.13 0.87 ***** 1.06 9.00 1.34 250.84 * 0.012 1.08 0.45 2.47 2.47 1.08 ***** 1.34 12.00 1.58 251.08 * 0.012 1.25 0.52 2.80 2.80 1.25 ***** 1.58 15.00 1.80 251.30 * 0.012 1.40 0.58 3.14 3.14 1.40 ***** 1.80 18.00 2.03 251.53 * 0.012 1.53 0.64 3.52 3.52 1.53 ***** 2.03 21.00 2.33 251.83 * 0.012 1.65 0.70 3.99 3.99 1.65 ***** 2.33 24.00 2.66 252.16 * 0.012 1.74 0.75 4.53 4.53 1.74 ***** 2.66 27.00 3.04 252.54 * 0.012 1.81 0.79 5.14 5.14 1.81 ***** 3.04 30.00 3.47 252.97 * 0.012 1.87 0.84 5.83 5.83 1.87 ***** 3.47 33.00 3.94 253.44 * 0.012 1.91 0.89 6.59 6.59 1.91 ***** 3.94 36.00 4.45 253.95 * 0.012 1.93 0.93 7.42 7.42 1.93 ***** 4.45 39.00 5.01 254.51 * 0.012 1.95 0.98 8.33 8.33 1.95 ***** 5.01 **************** OVERFLOW ENCOUNTERED AT 42.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 42.00 5.62 255.12 * 0.012 1.97 1.02 9.31 9.31 1.97 ***** 5.62 45.00 6.27 255.77 * 0.012 1.97 1.06 10.36 10.36 1.97 ***** 6.27 48.00 6.96 256.46 * 0.012 1.98 1.10 11.48 11.48 1.98 ***** 6.96 51.00 7.70 257.20 * 0.012 1.99 1.15 12.68 12.68 1.99 ***** 7.70 54.00 10.86 260.36 * 0.012 1.99 1.19 15.84 15.84 8.47 10.86 8.49 PIPE NO. 6: 110 LF - 2411CP @ 9.18% OUTLET: 250.00 INLET: 260.10 INTYP: 5 JUNC NO. 6: OVERFLOW-EL: 266.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 260.83 * 0.012 0.61 0.28 0.21 0.28 0.61 ***** 0.73 6.00 1.08 261.18 * 0.012 0.87 0.39 0.56 0.56 0.87 ***** 1.08 9.00 1.36 261.46 * 0.012 1.08 0.48 0.84 0.84 1.08 ***** 1.36 12.00 1.60 261.70 * 0.012 1.25 0.55 1.08 1.08 1.25 ***** 1.60 15.00 1.82 261.92 * 0.012 1.40 0.61 1.30 1.30 1.40 ***** 1.82 18.00 2.05 262.15 * 0.012 1.53 0.68 1.53 1.53 1.53 ***** 2.05 21.00 2.35 262.45 * 0.012 1.65 0.73 1.83 1.83 1.65 ***** 2.35 24.00 2.68 262.78 * 0.012 1.74 0.79 2.16 2.16 1.74 ***** 2.68 27.00 3.06 263.16 * 0.012 1.81 0.84 2.54 2.54 1.81 ***** 3.06 30.00 3.49 263.59 * 0.012 1.87 0.89 2.97 2.97 1.87 ***** 3.49 33.00 3.96 264.06 * 0.012 1.91 0.94 3.44 3.44 1.91 ***** 3.96 36.00 4.47 264.57 * 0.012 1.93 0.99 3.95 3.95 1.93 ***** 4.47 39.00 5.03 265.13 * 0.012 1.95 1.03 4.51 4.51 1.95 ***** 5.03 42.00 5.64 265.74 * 0.012 1.97 1.08 5.12 5.12 1.97 ***** 5.64 **************** OVERFLOW ENCOUNTERED AT 45.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 45.00 6.29 266.39 * 0.012 1.97 1.13 5.77 5.77 1.97 ***** 6.29 48.00 6.98 267.08 * 0.012 1.98 1.18 6.46 6.46 1.98 ***** 6.98 51.00 7.72 267.82 * 0.012 1.99 1.22 7.20 7.20 1.99 ***** 7.72 54.00 8.51 268.61 * 0.012 1.99 1.27 10.36 10.36 5.60 7.99 8.51 f T PIPE NO. 7: 82 LF - 24"CP @ 6.59% OUTLET: 260.60 INLET: 266.00 INTYP: 5 JUNC NO. 7: OVERFLOW-EL: 271.76 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.75 266.75 * 0.012 0.61 0.30 0.23 0.30 0.61 ***** 0.75 6.00 1.11 267.11 * 0.012 0.87 0.42 0.58 0.58 0.87 ***** 1.11 9.00 1.39 267.39 * 0.012 1.08 0.52 0.86 0.86 1.08 ***** 1.39 12.00 1.63 267.63 * 0.012 1.25 0.60 1.10 1.10 1.25 ***** 1.63 15.00 1.84 267.84 * 0.012 1.40 0.67 1.32 1.32 1.40 ***** 1.84 18.00 2.08 268.08 * 0.012 1.53 0.74 1.55 1.55 1.53 ***** 2.08 21.00 2.37 268.37 * 0.012 1.65 0.80 1.85 1.85 1.65 ***** 2.37 24.00 2.71 268.71 * 0.012 1.74 0.86 2.18 2.18 1.74 ***** 2.71 27.00 3.09 269.09 * 0.012 1.81 0.92 2.56 2.56 1.81 ***** 3.09 30.00 3.51 269.51 * 0.012 1.87 0.98 2.99 2.99 1.87 ***** 3.51 33.00 3.98 269.98 * 0.012 1.91 1.03 3.46 3.46 1.91 ***** 3.98 36.00 4.50 270.50 * 0.012 1.93 1.09 3.97 3.97 1.93 ***** 4.50 39.00 5.06 271.06 * 0.012 1.95 1.14 4.53 4.53 1.95 ***** 5.06 42.00 5.66 271.66 * 0.012 1.97 1.20 5.14 5.14 2.15 3.59 5.66 **************** OVERFLOW ENCOUNTERED AT 45.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 45.00 6.31 272.31 * 0.012 1.97 1.26 5.79 5.79 3.15 4.81 6.31 48.00 7.01 273.01 * 0.012 1.98 1.31 6.48 6.48 4.23 6.12 7.01 51.00 7.75 273.75 * 0.012 1.99 1.37 7.22 7.22 5.37 7.50 7.75 54.00 8.98 274.98 * 0.012 1.99 1.43 8.01 8.01 6.59 8.98 8.53 PIPE NO. 8: 53 LF - 24"CP @ 2.11% OUTLET: 266.00 INLET: 267.12 INTYP: 5 JUNC NO. 8: OVERFLOW-EL: 274.31 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 267.92 * 0.012 0.61 0.40 0.75 0.75 0.61 ***** 0.80 6.00 1.15 268.27 * 0.012 0.87 0.56 1.11 1.11 0.87 ***** 1.15 9.00 1.43 268.55 * 0.012 1.08 0.69 1.39 1.39 1.08 ***** 1.43 12.00 1.67 268.79 * 0.012 1.25 0.80 1.63 1.63 1.25 ***** 1.67 15.00 1.89 269.01 * 0.012 1.40 0.91 1.84 1.84 1.40 ***** 1.89 16.00 2.13 269.25 * 0.012 1.53 1.01 2.08 2.08 1.53 ***** 2.13 21.00 2.42 269.54 * 0.012 1.65 1.11 2.37 2.37 1.65 ***** 2.42 24.00 2.75 269.87 * 0.012 1.74 1.21 2.71 2.71 1.74 ***** 2.75 27.00 3.22 270.34 * 0.012 1.81 1.31 3.09 3.09 2.62 3.22 3.13 30.00 3.93 271.05 * 0.012 1.87 1.41 3.51 3.51 3.19 3.93 3.56 33.00 4.72 271.84 * 0.012 1.91 1.53 3.98 3.98 3.83 4.72 4.03 36.00 5.58 272.70 * 0.012 1.93 1.66 4.50 4.50 4.52 5.58 4.54 39.00 6.53 273.65 * 0.012 1.95 2.00 5.06 5.06 5.28 6.53 5.10 **************** OVERFLOW ENCOUNTERED AT 42.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 42.00 7.55 274.67 * 0.012 1.97 2.00 5.66 5.66 6.10 7.55 5.71 45.00 8.64 275.76 * 0.012 1.97 2.00 6.31 6.31 6.98 8.64 6.36 48.00 9.81 276.93 * 0.012 1.98 2.00 7.01 7.01 7.92 9.81 7.05 51.00 11.05 278.17 * 0.012 1.99 2.00 7.75 7.75 8.92 11.05 7.79 54.00 12.82 279.94 * 0.012 1.99 2.00 8.98 8.98 10.43 12.82 8.58 PIPE NO. 9: 187 LF - 24"CP @ 3.09% OUTLET: 267.12 INLET: 272.90 INTYP: 5 JUNC NO. 9: OVERFLOW-EL: 279.31 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 273.69 * 0.012 0.61 0.36 0.80 0.80 0.61 ***** 0.79 6.00 1.14 274.04 * 0.012 0.87, 0.51 1.15 1.15 0.87 ***** 1.14 9.00 1.42 274.32 * 0.012 1.08 0.63 1.43 1.43 1.08 ***** 1.42 12.00 1.66 274.56 * 0.012 1.25 0.73 1.67 1.67 1.25 ***** 1.66 15.00 1.88 274.78 * 0.012 1.40 0.82 1.89 1.89 1.40 ***** 1.88 18.00 2.12 275.02 * 0.012 1.53 0.91 2.13 2.13 1.53 ***** 2.12 21.00 2.41 275.31 * 0.012 1.65 0.99 2.42 2.42 1.65 ***** 2.41 24.00 2.74 275.64 * 0.012 1.74 1.07 2.75 2.75 1.74 ***** 2.74 27.00 3.12 276.02 * 0.012 1.81 1.15 3.22 3.22 1.81 ***** 3.12 30.00 3.55 276.45 * 0.012 1.87 1.23 3.93 3.93 1.87 ***** 3.55 33.00 4.02 276.92 * 0.012 1.91 1.32 4.72 4.72 2.33 3.22 4.02 36.00 4.90 277.80 * 0.012 1.93 1.40 5.58 5.58 3.84 4.90 4.53 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 6.73 279.63 * 0.012 1.95 1.50 6.53 6.53 5.48 6.73 5.09 42.00 8.70 281.60 * 0.012 1.97 1.60 7.55 7.55 7.26 8.70 5.70 45.00 10.82 283.72 * 0.012 1.97 1.74 8.64 8.64 9.17 10.82 6.35 48.00 13.09 285.99 * 0.012 1.98 2.00 9.81 9.81 11.20 13.09 7.04 51.00 15.50 288.40 * 0.012 1.99 2.00 11.05 11.05 13.37 15.50 7.78 54.00 18.51 291.41 * 0.012 1.99 2.00 12.82 12.82 16.12 18.51 8.57 PIPE NO.10: 59 LF - 24"CP @ 2.29% OUTLET: 272.90 INLET: 274.25 INTYP: 5 JUNC NO.10: OVERFLOW-EL: 280.25 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 275.04 * 0.012 0.61 0.39 0.79 0.79 0.61 ***** 0.79 6.00 1.15 275.40 * 0.012 0.87 0.55 1.14 1.14 0.87 ***** 1.15 9.00 1.43 275.68 * 0.012 1.08 0.68 1.42 1.42 1.08 ***** 1.43 12.00 1.67 275.92 * 0.012 1.25 0.79 1.66 1.66 1.25 ***** 1.67 15.00 1.89 276.14 * 0.012 1.40 0.89 1.88 1.88 1.40 ***** 1.89 18.00 2.12 276.37 * 0.012 1.53 0.99 2.12 2.12 1.53 ***** 2.12 21.00 2.41 276.66 * 0.012 1.65 1.08 2.41 2.41 1.65 ***** 2.41 24.00 2.75 277.00 * 0.012 1.74 1.18 2.74 2.74 1.74 ***** 2.75 27.00 3.13 277.38 * 0.012 1.81 1.27 3.12 3.12 2.49 3.09 3.13 30.00 3.82 278.07 * 0.012 1.87 1.37 3.55 3.55 3.08 3.82 3.56 33.00 4.63 278.88 * 0.012 1.91 1.47 4.02 4.02 3.74 4.63 4.03 36.00 5.89 280.14 * 0.012 1.93 1.59 4.90 4.90 4.83 5.89 4.54 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 8.12 282.37 * 0.012 1.95 1.76 6.73 6.73 6.87 8.12 5.10 42.00 10.53 284.78 * 0.012 1.97 2.00 8.70 8.70 9.09 10.53 5.71 45.00 13.12 287.37 * 0.012 1.97 2.00 10.82 10.82 11.46 13.12 6.36 48.00 15.89 290.14 * 0.012 1.98 2.00 13.09 13.09 14.00 15.89 7.05 51.00 18.84 293.09 * 0.012 1.99 2.00 15.50 15.50 16.71 18.84 7.79 54.00 22.41 296.66 * 0.012 1.99 2.00 18.51 18.51 20.02 22.41 8.57 PIPE NO.11: 223 LF - 24"CP @ 2.56% OUTLET: 274.30 INLET: 280.00 INTYP: 5 JUNC NO.11: OVERFLOW-EL: 286.92 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 280.79 * 0.012 0.61 0.38 0.74 0.74 0.61 ***** 0.79 6.00 1.15 281.15 * 0.012 0.87 0.53 1.10 1.10 0.87 ***** 1.15 9.00 1.43 281.43 * 0.012 1.08 0.66 1.38 1.38 1.08 ***** 1.43 12.00 1.67 281.67 * 0.012 1.25 0.76 1.62 1.62 1.25 ***** 1.67 15.00 1.88 281.88 * 0.012 1.40 0.86 1.84 1.84 1.40 ***** 1.88 18.00 2.12 282.12 * 0.012 1.53 0.96 2.07 2.07 1.53 ***** 2.12 21.00 2.41 282.41 * 0.012 1.65 1.05 2.36 2.36 1.65 ***** 2.41 24.00 2.75 282.75 * 0.012 1.74 1.14 2.70 2.70 1.74 ***** 2.75 27.00 3.13 283.13 * 0.012 1.81 1.23 3.08 3.08 1.81 ***** 3.13 30.00 3.55 283.55 * 0.012 1.87 1.32 3.77 3.77 1.87 ***** 3.55 33.00 4.02 284.02 * 0.012 1.91 1.41 4.58 4.58 2.93 3.82 4.02 36.00 6.01 286.01 * 0.012 1.93 1.51 5.84 5.84 4.95 6.01 4.54 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 9.26 289.26 * 0.012 1.95 1.64 8.07 8.07 8.02 9.26 5.10 42.00 12.78 292.78 * 0.012 1.97 1.84 10.48 10.48 11.33 12.78 5.70 45.00 16.55 296.55 * 0.012 1.97 2.00 13.07 13.07 14.89 16.55 6.35 48.00 20.58 300.58 * 0.012 1.98 2.00 15.84 15.84 18.70 20.58 7.05 51.00 24.88 304.88 * 0.012 1.99 2.00 18.79 18.79 22.75 24.88 7.79 54.00 29.88 309.88 * 0.012 1.99 2.00 22.36 22.36 27.49 29.88 8.57 PIPE NO.12: 25 LF - 24"CP @ 1.88% OUTLET: 280.00 INLET: 280.47 INTYP: 5 JUNC NO.12: OVERFLOW-EL: 287.42 BEND: 25 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 281.27 * 0.012 0.61 0.41 0.79 0.79 0.61 ***** 0.80 6.00 1.16 281.63 * 0.012 0.87 0.58 1.15 1.15 0.87 ***** 1.16 9.00 1.45 281.92 * 0.012 1.08 0.71 1.43 1.43 1.08 ***** 1.45 12.00 1.71 282.18 * 0.012 1.25 0.83 1.67 1.67 1.25 ***** 1.71 15.00 1.94 282.41 * 0.012 1.40 0.94 1.88 1.88 1.40 ***** 1.94 18.00 2.20 282.67 * 0.012 1.53 1.05 2.12 2.12 1.53 ***** 2.20 21.00 2.58 283.05 * 0.012 1.65 1.15 2.41 2.41 2.13 2.58 2.52 24.00 3.12 283.59 * 0.012 1.74 1.25 2.75 2.75 2.52 3.12 2.88 27.00 3.72 284.19 * 0.012 1.81 1.36 3.13 3.13 2.96 3.72 3.30 30.00 4.39 284.86 * 0.012 1.87 1.48 3.55 3.55 3.46 4.39 3.76 33.00 5.14 285.61 * 0.012 1.91 1.61 4.02 4.02 4.01 5.14 4.27 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 7.43 287.90 * 0.012 1.93 1.83 6.01 6.01 6.08 7.43 4.83 39.00 11.01 291.48 * 0.012 1.95 2.00 9.26 9.26 9.43 11.01 5.44 42.00 14.87 295.34 * 0.012 1.97 2.00 12.78 12.78 13.04 14.87 6.10 45.00 19.03 299.50 * 0.012 1.97 2.00 16.55 16.55 16.92 19.03 6.81 48.00 23.47 303.94 * 0.012 1.98 2.00 20.58 20.58 21.07 23.47 7.56 51.00 28.19 308.66 * 0.012 1.99 2.00 24.88 24.88 25.49 28.19 8.37 54.00 33.65 314.12 * 0.012 1.99 2.00 29.88 29.88 30.62 33.65 9.22 PIPE NO.13: 30 LF - 24"CP @ 0.50% OUTLET: 280.47 INLET: 280.62 INTYP: 5 JUNC NO.13: OVERFLOW-EL: 288.62 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.91 281.53 * 0.012 0.61 0.57 0.80 0.80 0.63 0.91 0.82 6.00 1.31 281.93 * 0.012 0.87 0.82 1.16 1.16 1.01 1.31 1.19 9.00 1.63 282.25 * 0.012 1.08 1.03 1.45 1.45 1.32 1.63 1.50 12.00 1.92 282.54 * 0.012 1.25 1.23 1.71 1.71 1.60 1.92 1.77 15.00 2.22 282.84 * 0.012 1.40 1.44 1.94 1.94 1.88 2.22 2.04 18.00 2.67 283.29 * 0.012 1.53 1.72 2.20 2.20 2.21 2.67 2.33 21.00 3.27 283.89 * 0.012 1.65 2.00 2.58 2.58 2.65 3.27 2.69 24.00 4.06 284.68 * 0.012 1.74 2.00 3.12 3.12 3.25 4.06 3.10 27.00 4.96 285.58 * 0.012 1.81 2.00 3.72 3.72 3.93 4.96 3.57 30.00 5.96 286.58 * 0.012 1.87 2.00 4.39 4.39 4.69 5.96 4.10 33.00 7.06 287.68 * 0.012 1.91 2.00 5.14 5.14 5.53 7.06 4.68 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 9.74 290.36 * 0.012 1.93 2.00 7.43 7.43 7.92 9.74 5.32 39.00 13.75 294.37 * 0.012 1.95 2.00 11.01 11.01 11.62 13.75 6.01 42.00 18.08 298.70 * 0.012 1.97 2.00 14.87 14.87 15.61 18.08 6.75 45.00 22.73 303.35 * 0.012 1.97 2.00 19.03 19.03 19.89 22.73 7.56 48.00 27.70 308.32 * 0.012 1.98 2.00 23.47 23.47 24.47 27.70 8.41 51.00 32.99 313.61 * 0.012 1.99 2.00 28.19 28.19 29.34 32.99 9.32 54.00 39.05 319.67 * 0.012 1.99 2.00 33.65 33.65 34.96 39.05 10.29 Q Q PIPE NO.14: 40 LF - 24"CP @ 0.50% OUTLET: 280.62 INLET: 280.82 INTYP: 5 JUNC NO.14: OVERFLOW-EL: 290.00 BEND: 20 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.91 281.73 * 0.012 0.61 0.57 0.91 0.91 0.70 0.91 0.81 6.00 1.32 282.14 * 0.012 0.87 0.82 1.31 1.31 1.11 1.32 1.18 9.00 1.66 282.48 * 0.012 1.08 1.03 1.63 1.63 1.46 1.66 1.46 12.00 1.97 282.79 * 0.012 1.25 1.23 1.92 1.92 1.79 1.97 1.71 15.00 2.40 283.22 * 0.012 1.40 1.44 2.22 2.22 2.18 2.40 1.94 18.00 2.99 283.81 * 0.012 1.53 1.72 2.67 2.67 2.68 2.99 2.19 21.00 3.79 284.61 * 0.012 1.65 2.00 3.27 3.27 3.37 3.79 2.50 24.00 4.80 285.62 * 0.012 1.74 2.00 4.06 4.06 4.25 4.80 2.85 27.00 5.94 286.76 * 0.012 1.81 2.00 4.96 4.96 5.24 5.94 3.25 30.00 7.22 288.04 * 0.012 1.87 2.00 5.96 5.96 6.36 7.22 3.70 33.00 8.63 289.45 * 0.012 1.91 2.00 7.06 7.06 7.59 6.63 4.20 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 11.65 292.47 * 0.012 1.93 2.00 9.74 9.74 10.41 11.65 4.74 39.00 16.02 296.84 * 0.012 1.95 2.00 13.75 13.75 14.56 16.02 5.34 42.00 20.75 301.57 * 0.012 1.97 2.00 18.08 18.08 19.05 20.75 5.98 45.00 25.82 306.64 * 0.012 1.97 2.00 22.73 22.73 23.88 25.82 6.66 48.00 31.25 312.07 * 0.012 1.98 2.00 27.70 27.70 29.03 31.25 7.40 51.00 37.02 317.64 * 0.012 1.99 2.00 32.99 32.99 34.52 37.02 8.18 54.00 43.59 324.41 * 0.012 1.99 2.00 39.05 39.05 40.79 43.59 9.01 PIPE NO.15: 24 LF - 24"CP @ 8.88% OUTLET: 280.82 INLET: 282.95 INTYP: 5 JUNC NO.15: OVERFLOW-EL: 289.98 BEND: 25 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 283.68 * 0.012 0.61 0.28 0.91 0.91 0.61 ***** 0.73 6.00 1.09 284.04 * 0.012 0.87 0.39 1.32 1.32 0.87 ***** 1.09 9.00 1.38 284.33 * 0.012 1.08 0.48 1.66 1.66 1.08 ***** 1.38 12.00 1.64 284.59 * 0.012 1.25 0.55 1.97 1.97 1.25 ***** 1.64 15.00 1.87 284.82 * 0.012 1.40 0.62 2.40 2.40 1.40 ***** 1.87 18.00 2.13 285.08 * 0.012 1.53 0.68 2.99 2.99 1.53 ***** 2.13 21.00 2.45 285.40 * 0.012 1.65 0.74 3.79 3.79 1.65 ***** 2.45 24.00 3.50 286.45 * 0.012 1.74 0.79 4.80 4.80 2.90 3.50 2.81 27.00 4.86 287.81 * 0.012 1.81 0.85 5.94 5.94 4.10 4.86 3.23 30.00 6.39 289.34 * 0.012 1.87 0.90 7.22 7.22 5.45 6.39 3.69 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 8.07 291.02 * 0.012 1.91 0.95 8.63 8.63 6.94 8.07 4.20 36.00 11.39 294.34 * 0.012 1.93 1.00 11.65 11.65 10.04 11.39 4.76 39.00 16.08 299.03 * 0.012 1.95 1.05 16.02 16.02 14.50 16.08 5.37 42.00 21.16 304.11 * 0.012 1.97 1.09 20.75 20.75 19.32 21.16 6.03 45.00 26.61 309.56 * 0.012 1.97 1.14 25.82 25.82 24.50 26.61 6.74 48.00 32.43 315.38 * 0.012 1.98 1.19 31.25 31.25 30.04 32.43 7.49 51.00 38.64 321.59 * 0.012 1.99 1.24 37.02 37.02 35.93 38.64 8.30 54.00 45.66 328.61 * 0.012 1.99 1.28 43.59 43.59 42.63 45.66 9.15 PIPE NO.16: 253 LF - 24"CP @ 1.05% OUTLET: 282.95 INLET: 285.60 INTYP: 5 JUNC NO.16: OVERFLOW-EL: 293.50 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 286.41 * 0.012 0.61 0.47 0.73 0.73 0.61 ***** 0.81 6.00 1.17 286.77 * 0.012 0.87 0.67 1.09 1.09 0.87 ***** 1.17 9.00 1.45 287.05 * 0.012 1.08 0.83 1.38 1.38 1.08 ***** 1.45 12.00 1.68 287.28 * 0.012 1.25 0.98 1.64 1.64 1.25 ***** 1.68 15.00 1.90 287.50 * 0.012 1.40 1.12 1.87 1.87 1.40 ***** 1.90 18.00 2.14 287.74 * 0.012 1.53 1.26 2.13 2.13 1.53 ***** 2.14 21.00 2.43 288.03 * 0.012 1.65 1.41 2.45 2.45 1.65 ***** 2.43 24.00 3.75 289.35 * 0.012 1.74 1.57 3.50 3.50 3.28 3.75 2.76 27.00 5.88 291.48 * 0.012 1.81 2.00 4.86 4.86 5.28 5.88 3.14 **************** OVERFLOW ENCOUNTERED AT 30.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 30.00 8.26 293.86 * 0.012 1.87 2.00 6.39 6.39 7.53 8.26 3.57 33.00 10.90 296.50 * 0.012 1.91 2.00 8.07 8.07 10.01 10.90 4.04 36.00 15.26 300.86 * 0.012 1.93 2.00 11.39 11.39 14.20 15.26 4.56 39.00 21.09 306.69 * 0.012 1.95 2.00 16.08 16.08 19.84 21.09 5.12 42.00 27.38 312.98 * 0.012 1.97 2.00 21.16 21.16 25.94 27.38 5.72 45.00 34.15 319.75 * 0.012 1.97 2.00 26.61 26.61 32.49 34.15 6.37 48.00 41.38 326.98 * 0.012 1.98 2.00 32.43 32.43 39.49 41.38 7.06 51.00 49.07 334.67 * 0.012 1.99 2.00 38.64 38.64 46.94 49.07 7.80 54.00 57.68 343.28 * 0.012 1.99 2.00 45.66 45.66 55.29 57.68 8.59 PIPE NO.17: 41 LF - 24"CP @ 1.02% OUTLET: 285.60 INLET: 286.02 INTYP: 5 JUNC NO.17: OVERFLOW-EL: 293.78 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 286.83 * 0.012 0.61 0.47 0.81 0.81 0.61 ***** 0.81 6.00 1.17 287.19 * 0.012 0.87 0.67 1.17 1.17 0.87 ***** 1.17 9.00 1.45 287.47 * 0.012 1.08 0.84 1.45 1.45 1.08 ***** 1.45 12.00 1.69 287.71 * 0.012 1.25 0.99 1.68 1.68 1.25 ***** 1.69 15.00 1.90 287.92 * 0.012 1.40 1.13 1.90 1.90 1.40 ***** 1.90 18.00 2.20 288.22 * 0.012 1.53 1.27 2.14 2.14 1.91 2.20 2.14 21.00 2.67 288.69 * 0.012 1.65 1.42 2.43 2.43 2.31 2.67 2.43 24.00 4.20 290.22 * 0.012 1.74 1.59 3.75 3.75 3.73 4.20 2.76 27.00 6.55 292.57 * 0.012 1.81 2.00 5.88 5.88 5.96 6.55 3.14 **************** OVERFLOW ENCOUNTERED AT 30.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 30.00 9.20 295.22 * 0.012 1.87 2.00 8.26 8.26 8.46 9.20 3.57 33.00 12.12 298.14 * 0.012 1.91 2.00 10.90 10.90 11.22 12.12 4.04 36.00 16.78 302.80 * 0.012 1.93 2.00 15.26 15.26 15.72 16.78 4.56 39.00 22.95 308.97 * 0.012 1.95 2.00 21.09 21.09 21.71 22.95 5.12 42.00 29.61 315.63 * 0.012 1.97 2.00 27.38 27.38 28.17 29.61 5.72 45.00 36.77 322.79 * 0.012 1.97 2.00 34.15 34.15 35.11 36.77 6.37 48.00 44.42 330.44 * 0.012 1.98 2.00 41.38 41.38 42.53 44.42 7.06 51.00 52.56 338.58 * 0.012 1.99 2.00 49.07 49.07 50.43 52.56 7.80 54.00 61.64 347.66 * 0.012 1.99 2.00 57.68 57.68 59.25 61.64 8.59 PIPE NO.18: 255 LF - 24"CP @ 1.00% OUTLET: 286.02 INLET: 288.57 INTYP: 5 JUNC NO.18: OVERFLOW-EL: 295.22 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 3.00 0.81 289.38 * 0.012 0.61 0.48 0.81 0.81 0.61 ***** 0.81 6.00 1.17 289.74 * 0.012 0.87 0.68 1.17 1.17 0.87 ***** 1.17 9.00 1.45 290.02 * 0.012 1.08 0.84 1.45 1.45 1.06 ***** 1.45 12.00 1.69 290.26 * 0.012 1.25 0.99 1.69 1.69 1.25 ***** 1.69 15.00 1.90 290.47 * 0.012 1.40 1.14 1.90 1.90 1.40 ***** 1.90 18.00 2.14 290.71 * 0.012 1.53 1.26 2.20 2.20 1.53 ***** 2.14 21.00 2.43 291.00 * 0.012 1.65 1.43 2.67 2.67 1.81 2.28 2.43 24.00 4.57 293.14 * 0.012 1.74 1.61 4.20 4.20 4.10 4.57 2.76 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 7.70 296.27 * 0.012 1.81 2.00 6.55 6.55 7.10 7.70 3.14 30.00 11.20 299.77 * 0.012 1.87 2.00 9.20 9.20 10.47 11.20 3.57 33.00 15.08 303.65 * 0.012 1.91 2.00 12.12 12.12 14.19 15.08 4.04 36.00 20.80 309.37 * 0.012 1.93 2.00 16.78 16.78 19.74 20.80 4.56 39.00 28.11 316.68 * 0.012 1.95 2.00 22.95 22.95 26.66 28.11 5.12 42.00 36.00 324.57 * 0.012 1.97 2.00 29.61 29.61 34.55 36.00 5.72 45.00 44.48 333.05 * 0.012 1.97 2.00 36.77 36.77 42.82 44.48 6.37 48.00 53.54 342.11 * 0.012 1.98 2.00 44.42 44.42 51.65 53.54 7.06 51.00 63.18 351.75 * 0.012 1.99 2.00 52.56 52.56 61.05 63.18 7.80 54.00 73.86 362.43 * 0.012 1.99 2.00 61.64 61.64 71.47 73.86 8.59 PIPE NO.19: 67 LF - 24"CP @ 1.99% OUTLET: 288.57 INLET: 289.90 INTYP: 5 JUNC NO.19: OVERFLOW-EL: 295.67 BEND: 25 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 290.70 * 0.012 0.61 0.40 0.81 0.81 0.61 ***** 0.80 6.00 1.16 291.06 * 0.012 0.87 0.57 1.17 1.17 0.87 ***** 1.16 9.00 1.45 291.35 * 0.012 1.08 0.70 1.45 1.45 1.08 ***** 1.45 12.00 1.71 291.61 * 0.012 1.25 0.82 1.69 1.69 1.25 ***** 1.71 15.00 1.94 291.84 * 0.012 1.40 0.93 1.90 1.90 1.40 ***** 1.94 18.00 2.20 292.10 * 0.012 1.53 1.03 2.14 2.14 1.53 ***** 2.20 21.00 2.51 292.41 * 0.012 1.65 1.13 2.43 2.43 1.65 ***** 2.51 24.00 4.49 294.39 * 0.012 1.74 1.23 4.57 4.57 3.89 4.49 2.88 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 7.94 297.84 * 0.012 1.81 1.34 7.70 7.70 7.18 7.94 3.30 30.00 11.81 301.71 * 0.012 1.87 1.45 11.20 11.20 10.88 11.81 3.76 33.00 16.10 306.00 * 0.012 1.91 1.57 15.08 15.08 14.97 16.10 4.27 36.00 22.26 312.16 * 0.012 1.93 1.73 20.80 20.80 20.91 22.26 4.83 39.00 30.05 319.95 * 0.012 1.95 2.00 28.11 28.11 28.47 30.05 5.44 42.00 38.47 328.37 * 0.012 1.97 2.00 36.00 36.00 36.64 38.47 6.10 45.00 47.51 337.41 * 0.012 1.97 2.00 44.48 44.48 45.40 47.51 6.81 48.00 57.17 347.07 * 0.012 1.98 2.00 53.54 53.54 54.78 57.17 7.56 51.00 67.46 357.36 * 0.012 1.99 2.00 63.18 63.18 64.76 67.46 8.37 54.00 78.81 368.71 * 0.012 1.99 2.00 73.86 73.86 75.78 78.81 9.22 PIPE NO.20: 35 LF - 24"CP @ 1.71% OUTLET: 289.90 INLET: 290.50 INTYP: 5 JUNC NO.20: OVERFLOW-EL: 296.00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 291.30 * 0.012 0.61 0.42 0.80 0.80 0.61 ***** 0.80 6.00 1.16 291.66 * 0.012 0.87 0.59 1.16 1.16 0.87 ***** 1.16 9.00 1.44 291.94 * 0.012 1.08 0.73 1.45 1.45 1.08 ***** 1.44 12.00 1.68 292.18 * 0.012 1.25 0.85 1.71 1.71 1.25 ***** 1.68 15.00 1.89 292.39 * 0.012 1.40 0.97 1.94 1.94 1.40 ***** 1.89 18.00 2.13 292.63 * 0.012 1.53 1.08 2.20 2.20 1.53 ***** 2.13 21.00 2.54 293.04 * 0.012 1.65 1.18 2.51 2.51 2.18 2.54 2.42 24.00 4.70 295.20 * 0.012 1.74 1.29 4.49 4.49 4.22 4.70 2.76 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 8.36 298.86 * 0.012 1.81 1.41 7.94 7.94 7.76 8.36 3.14 30.00 12.48 302.98 * 0.012 1.87 1.54 11.81 11.81 11.74 12.48 3.56 33.00 17.03 307.53 * 0.012 1.91 1.70 16.10 16.10 16.13 17.03 4.03 36.00 23.48 313.98 * 0.012 1.93 2.00 22.26 22.26 22.42 23.48 4.55 39.00 31.59 322.09 * 0.012 1.95 2.00 30.05 30.05 30.34 31.59 5.11 42.00 40.34 330.84 * 0.012 1.97 2.00 38.47 38.47 38.90 40.34 5.71 45.00 49.75 340.25 * 0.012 1.97 2.00 47.51 47.51 48.09 49.75 6.36 48.00 59.80 350.30 * 0.012 1.98 2.00 57.17 57.17 57.92 59.80 7.06 51.00 70.51 361.01 * 0.012 1.99 2.00 67.46 67.46 68.38 70.51 7.80 54.00 82.30 372.80 * 0.012 1.99 2.00 78.81 78.81 79.91 82.30 8.58 PIPE NO.21: 118 LF - 24"CP @ 1.69% OUTLET: 290.50 INLET: 292.50 INTYP: 5 JUNC NO.21: OVERFLOW-EL: 297.77 BEND: 10 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 293.30 * 0.012 0.61 0.42 0.80 0.80 0.61 ***** 0.80 6.00 1.16 293.66 * 0.012 0.87 0.59 1.16 1.16 0.87 ***** 1.16 9.00 1.44 293.94 * 0.012 1.08 0.73 1.44 1.44 1.08 ***** 1.44 12.00 1.69 294.19 * 0.012 1.25 0.85 1.68 1.68 1.25 ***** 1.69 15.00 1.90 294.40 * 0.012 1.40 0.97 1.89 1.89 1.40 ***** 1.90 18.00 2.14 294.64 * 0.012 1.53 1.08 2.13 2.13 1.53 ***** 2.14 21.00 2.44 294.94 * 0.012 1.65 1.19 2.54 2.54 1.65 ***** 2.44 24.00 4.33 296.83 * 0.012 1.74 1.30 4.70 4.70 3.83 4.33 2.78 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 8.42 300.92 * 0.012 1.81 1.42 8.36 8.36 7.79 8.42 3.17 30.00 13.02 305.52 * 0.012 1.87 1.55 12.48 12.48 12.24 13.02 3.61 33.00 18.11 310.61 * 0.012 1.91 1.71 17.03 17.03 17.16 18.11 4.08 36.00 25.15 317.65 * 0.012 1.93 2.00 23.48 23.48 24.02 25.15 4.61 39.00 33.89 326.39 * 0.012 1.95 2.00 31.59 31.59 32.57 33.89 5.18 42.00 43.34 335.84 * 0.012 1.97 2.00 40.34 40.34 41.81 43.34 5.80 45.00 53.48 345.98 * 0.012 1.97 2.00 49.75 49.75 51.73 53.48 6.46 48.00 64.33 356.83 * 0.012 1.98 2.00 59.80 59.80 62.33 64.33 7.17 51.00 75.87 368.37 * 0.012 1.99 2.00 70.51 70.51 73.62 75.87 7.92 54.00 88.56 381.06 * 0.012 1.99 2.00 82.30 82.30 86.03 88.56 8.72 PIPE NO.22: 186 LF - 24"CP @ 1.08% OUTLET: 292.50 INLET: 294.50 INTYP: 5 JUNC NO.22: OVERFLOW-EL: 302.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 295.31 * 0.012 0.61 0.47 0.80 0.80 0.61 ***** 0.81 6.00 1.16 295.66 * 0.012 0.87 0.67 1.16 1.16 0.87 ***** 1.16 9.00 1.45 295.95 * 0.012 1.08 0.83 1.44 1.44 1.08 ***** 1.45 12.00 1.68 296.18 * 0.012 1.25 0.97 1.69 1.69 1.25 ***** 1.68 15.00 1.90 296.40 * 0.012 1.40 1.11 1.90 1.90 1.40 ***** 1.90 18.00 2.14 296.64 * 0.012 1.53 1.25 2.14 2.14 1.53 ***** 2.14 21.00 2.43 296.93 * 0.012 1.65 1.39 2.44 2.44 1.65 ***** 2.43 24.00 4.59 299.09 * 0.012 1.74 1.55 4.33 4.33 4.12 4.59 2.76 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 9.28 303.78 * 0.012 1.81 1.79 8.42 8.42 8.68 9.28 3.14 30.00 14.55 309.05 * 0.012 1.87 2.00 13.02 13.02 13.81 14.55 3.57 33.00 20.37 314.87 * 0.012 1.91 2.00 18.11 18.11 19.48 20.37 4.04 36.00 28.22 322.72 * 0.012 1.93 2.00 25.15 25.15 27.16 28.22 4.55 39.00 37.85 332.35 * 0.012 1.95 2.00 33.89 33.89 36.60 37.85 5.11 42.00 48.25 342.75 * 0.012 1.97 2.00 43.34 43.34 46.80 48.25 5.72 45.00 59.41 353.91 * 0.012 1.97 2.00 53.48 53.48 57.75 59.41 6.37 48.00 71.35 365.85 * 0.012 1.98 2.00 64.33 64.33 69.46 71.35 7.06 51.00 84.06 378.56 * 0.012 1.99 2.00 75.87 75.87 81.93 84.06 7.80 54.00 97.98 392.48 * 0.012 1.99 2.00 88.56 88.56 95.59 97.98 8.59 PIPE NO.23: 30 LF - 24"CP @ 4.17% OUTLET: 294.50 INLET: 295.75 INTYP: 5 JUNC NO.23: OVERFLOW-EL: 302.58 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 296.53 * 0.012 0.61 0.34 0.81 0.81 0.61 ***** 0.78 6.00 1.15 296.90 * 0.012 0.87 0.47 1.16 1.16 0.87 ***** 1.15 9.00 1.46 297.21 * 0.012 1.08 0.58 1.45 1.45 1.08 ***** 1.46 12.00 1.74 297.49 * 0.012 1.25 0.67 1.68 1.68 1.25 ***** 1.74 15.00 2.00 297.75 * 0.012 1.40 0.76 1.90 1.90 1.40 ***** 2.00 18.00 2.29 298.04 * 0.012 1.53 0.83 2.14 2.14 1.53 ***** 2.29 21.00 2.65 298.40 * 0.012 1.65 0.91 2.43 2.43 1.65 ***** 2.65 24.00 4.44 300.19 * 0.012 1.74 0.98 4.59 4.59 3.63 4.44 3.07 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 9.42 305.17 * 0.012 1.81 1.05 9.28 9.28 8.39 9.42 3.54 30.00 15.01 310.76 * 0.012 1.87 1.12 14.55 14.55 13.75 15.01 4.06 33.00 21.19 316.94 * 0.012 1.91 1.19 20.37 20.37 19.67 21.19 4.64 36.00 29.44 325.19 * 0.012 1.93 1.26 28.22 28.22 27.62 29.44 5.28 39.00 39.49 335.24 * 0.012 1.95 1.33 37.85 37.85 37.36 39.49 5.97 42.00 50.35 346.10 * 0.012 1.97 1.41 48.25 48.25 47.88 50.35 6.72 45.00 62.01 357.76 * 0.012 1.97 1.49 59.41 59.41 59.17 62.01 7.52 48.00 74.48 370.23 * 0.012 1.98 1.58 71.35 71.35 71.25 74.48 8.38 51.00 87.75 383.50 * 0.012 1.99 1.68 84.06 84.06 84.11 87.75 9.29 54.00 102.27 398.02 * 0.012 1.99 2.00 97.98 97.98 98.18 ***** 10.26 PIPE NO.24: 24 LF - 24"CP @ 3.04% OUTLET: 295.75 INLET: 296.48 INTYP: 5 JUNC NO.24: OVERFLOW-EL: 303.17 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 297.27 * 0.012 0.61 0.36 0.78 0.78 0.61 ***** 0.79 6.00 1.17 297.65 * 0.012 0.87 0.51 1.15 1.15 0.87 ***** 1.17 9.00 1.47 297.95 * 0.012 1.08 0.63 1.46 1.46 1.08 ***** 1.47 12.00 1.75 298.23 * 0.012 1.25 0.73 1.74 1.74 1.25 ***** 1.75 15.00 2.01 298.49 * 0.012 1.40 0.82 2.00 2.00 1.40 ***** 2.01 18.00 2.30 298.78 * 0.012 1.53 0.91 2.29 2.29 1.53 ***** 2.30 21.00 2.72 299.20 * 0.012 1.65 0.99 2.65 2.65 2.10 2.72 2.66 24.00 4.75 301.23 * 0.012 1.74 1.08 4.44 4.44 3.94 4.75 3.08 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 10.00 306.48 * 0.012 1.81 1.16 9.42 9.42 8.98 10.00 3.55 30.00 15.90 312.38 * 0.012 1.87 1.24 15.01 15.01 14.64 15.90 4.07 33.00 22.43 318.91 * 0.012 1.91 1.32 21.19 21.19 20.90 22.43 4.65 36.00 31.04 327.52 * 0.012 1.93 1.41 29.44 29.44 29.22 31.04 5.29 39.00 41.50 337.98 * 0.012 1.95 1.51 39.49 39.49 39.37 41.50 5.98 42.00 52.80 349.28 * 0.012 1.97 1.61 50.35 50.35 50.32 52.80 6.73 45.00 64.93 361.41 * 0.012 1.97 1.76 62.01 62.01 62.09 64.93 7.53 48.00 77.90 374.38 * 0.012 1.98 2.00 74.48 74.48 74.67 77.90 8.39 51.00 91.71 388.19 * 0.012 1.99 2.00 87.75 87.75 88.06 91.71 9.30 54.00 106.80 403.28 * 0.012 1.99 2.00102.27102.27102.71 ***** 10.27 PIPE NO.25: 208 LF - 24"CP @ 6.50% OUTLET: 296.48 INLET: 310.00 INTYP: 5 JUNC NO.25: OVERFLOW-EL: 315.76 BEND: 5 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.75 310.75 * 0.012 0.61 0.30 0.79 0.79 0.61 ***** 0.75 6.00 1.11 311.11 * 0.012 0.87 0.42 1.17 1.17 0.87 ***** 1.11 9.00 1.39 311.39 * 0.012 1.08 0.52 1.47 1.47 1.08 ***** 1.39 12.00 1.63 311.63 * 0.012 1.25 0.60 1.75 1.75 1.25 ***** 1.63 15.00 1.85 311.85 * 0.012 1.40 0.67 2.01 2.01 1.40 ***** 1.85 18.00 2.09 312.09 * 0.012 1.53 0.74 2.30 2.30 1.53 ***** 2.09 21.00 2.38 312.38 * 0.012 1.65 0.80 2.72 2.72 1.65 ***** 2.38 24.00 2.72 312.72 * 0.012 1.74 0.86 4.75 4.75 1.74 ***** 2.72 27.00 3.11 313.11 * 0.012 1.81 0.92 10.00 10.00 1.81 ***** 3.11 **************** OVERFLOW ENCOUNTERED AT 30.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 30.00 6.26 316.26 * 0.012 1.87 0.98 15.90 15.90 5.50 6.26 3.54 33.00 13.60 323.60 * 0.012 1.91 1.04 22.43 22.43 12.68 13.60 4.01 36.00 23.10 333.10 * 0.012 1.93 1.09 31.04 31.04 22.01 23.10 4.53 39.00 34.53 344.53 * 0.012 1.95 1.15 41.50 41.50 33.25 34.53 5.10 42.00 46.87 356.87 * 0.012 1.97 1.21 52.80 52.80 45.39 46.87 5.71 45.00 60.13 370.13 * 0.012 1.97 1.26 64.93 64.93 58.42 60.13 6.36 48.00 74.30 384.30 * 0.012 1.98 1.32 77.90 77.90 72.36 74.30 7.06 51.00 89.39 399.39 * 0.012 1.99 1.38 91.71 91.71 87.20 89.39 7.81 54.00 105.83 415.83 * 0.012 1.99 1.44106.80106.80103.37 ***** 8.60 PIPE NO.26: 105 LF - 24"CP @ 4.14% OUTLET: 310.00 INLET: 314.35 INTYP: 5 JUNC NO.26: OVERFLOW-EL: 321.07 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 315.13 * 0.012 0.61 0.34 0.75 0.75 0.61 ***** 0.78 6.00 1.13 315.48 * 0.012 0.87 0.47 1.11 1.11 0.87 ***** 1.13 9.00 1.41 315.76 * 0.012 1.08 0.58 1.39 1.39 1.08 ***** 1.41 12.00 1.65 316.00 * 0.012 1.25 0.67 1.63 1.63 1.25 ***** 1.65 15.00 1.87 316.22 * 0.012 1.40 0.76 1.85 1.85 1.40 ***** 1.87 18.00 2.10 316.45 * 0.012 1.53 0.84 2.09 2.09 1.53 ***** 2.10 21.00 2.40 316.75 * 0.012 1.65 0.91 2.38 2.38 1.65 ***** 2.40 24.00 2.73 317.08 * 0.012 1.74 0.98 2.72 2.72 1.74 ***** 2.73 27.00 3.11 317.46 * 0.012 1.81 1.05 3.11 3.11 1.81 ***** 3.11 30.00 4.23 318.58 * 0.012 1.87 1.12 6.26 6.26 3.49 4.23 3.54 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 12.04 326.39 * 0.012 1.91 1.19 13.60 13.60 11.15 12.04 4.01 36.00 22.08 336.43 * 0.012 1.93 1.26 23.10 23.10 21.02 22.08 4.52 39.00 34.09 348.44 * 0.012 1.95 1.34 34.53 34.53 32.84 34.09 5.08 42.00 47.05 361.40 * 0.012 1.97 1.41 46.87 46.87 45.61 47.05 5.69 45.00 60.98 375.33 * 0.012 1.97 1.49 60.13 60.13 59.32 60.98 6.34 48.00 75.87 390.22 * 0.012 1.98 1.58 74.30 74.30 73.98 75.87 7.03 51.00 91.72 406.07 * 0.012 1.99 1.69 89.39 89.39 89.59 91.72 7.77 54.00 108.97 423.32 * 0.012 1.99 2.00105.83105.83106.58 ***** 8.56 PIPE NO.27: 76 LF - 24"CP @ 4.14% OUTLET: 314.35 INLET: 317.50 INTYP: 5 JUNC NO.27: OVERFLOW-EL: 323.64 BEND: 10 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 318.28 * 0.012 0.61 0.34 0.78 0.78 0.61 ***** 0.78 6.00 1.14 318.64 * 0.012 0.87 0.47 1.13 1.13 0.87 ***** 1.14 9.00 1.42 318.92 * 0.012 1.08 0.58 1.41 1.41 1.08 ***** 1.42 12.00 1.66 319.16 * 0.012 1.25 0.67 1.65 1.65 1.25 ***** 1.66 15.00 1.88 319.38 * 0.012 1.40 0.76 1.87 1.87 1.40 ***** 1.88 18.00 2.12 319.62 * 0.012 1.53 0.84 2.10 2.10 1.53 ***** 2.12 21.00 2.42 319.92 * 0.012 1.65 0.91 2.40 2.40 1.65 ***** 2.42 24.00 2.76 320.26 * 0.012 1.74 0.98 2.73 2.73 1.74 ***** 2.76 27.00 3.15 320.65 * 0.012 1.81 1.05 3.11 3.11 1.81 ***** 3.15 30.00 3.58 321.08 * 0.012 1.87 1.12 4.23 4.23 1.87 ***** 3.58 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 11.21 328.71 * 0.012 1.91 1.19 12.04 12.04 10.27 11.21 4.06 36.00 21.69 339.19 * 0.012 1.93 1.26 22.08 22.08 20.57 21.69 4.59 39.00 34.18 351.68 * 0.012 1.95 1.34 34.09 34.09 32.86 34.18 5.16 42.00 47.66 365.16 * 0.012 1.97 1.41 47.05 47.05 46.14 47.66 5.77 45.00 62.15 379.65 * 0.012 1.97 1.49 60.98 60.98 60.39 62.15 6.43 48.00 77.63 395.13 * 0.012 1.98 1.58 75.87 75.87 75.63 77.63 7.14 51.00 94.11 411.61 * 0.012 1.99 1.69 91.72 91.72 91.86 94.11 7.89 54.00 112.04 429.54 * 0.012 1.99 2.00108.97108.97109.51 ***** 8.69 PIPE NO.28: 204 LF - 24"CP @ 3.92% OUTLET: 317.50 INLET: 325.50 INTYP: 5 JUNC NO.28: OVERFLOW-EL: 331.46 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 3.00 0.78 326.28 * 0.012 0.61 0.34 0.78 0.78 0.61 ***** 0.78 6.00 1.14 326.64 * 0.012 0.87 0.48 1.14 1.14 0.87 ***** 1.14 9.00 1.42 326.92 * 0.012 1.08 0.59 1.42 1.42 1.08 ***** 1.42 12.00 1.66 327.16 * 0.012 1.25 0.68 1.66 1.66 1.25 ***** 1.66 15.00 1.87 327.37 * 0.012 1.40 0.77 1.88 1.88 1.40 ***** 1.87 18.00 2.11 327.61 * 0.012 1.53 0.85 2.12 2.12 1.53 ***** 2.11 21.00 2.40 327.90 * 0.012 1.65 0.92 2.42 2.42 1.65 ***** 2.40 24.00 2.73 328.23 * 0.012 1.74 1.00 2.76 2.76 1.74 ***** 2.73 27.00 3.12 328.62 * 0.012 1.81 1.07 3.15 3.15 1.81 ***** 3.12 30.00 3.54 329.04 * 0.012 1.87 1.14 3.58 3.58 1.87 ***** 3.54 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 7.81 333.31 * 0.012 1.91 1.21 11.21 11.21 6.92 7.81 4.01 36.00 19.16 344.66 * 0.012 1.93 1.29 21.69 21.69 18.10 19.16 4.53 39.00 32.59 358.09 * 0.012 1.95 1.36 34.18 34.18 31.35 32.59 5.09 42.00 47.10 372.60 * 0.012 1.97 1.44 47.66 47.66 45.66 47.10 5.69 45.00 62.68 388.18 * 0.012 1.97 1.53 62.15 62.15 61.03 62.68 6.34 48.00 79.34 404.84 * 0.012 1.98 1.62 77.63 77.63 77.46 79.34 7.04 51.00 97.08 422.58 * 0.012 1.99 1.76 94.11 94.11 94.95 97.08 7.77 54.00 116.33 441.83 * 0.012 1.99 2.00112.04112.04113.94 ***** 8.56 PIPE NO.29: 95 LF - 24"CP @ 3.68% OUTLET: 325.50 INLET: 329.00 INTYP: 5 JUNC NO.29: OVERFLOW-EL: 335.10 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 329.78 * 0.012 0.61 0.35 0.78 0.78 0.61 ***** 0.78 6.00 1.14 330.14 * 0.012 0.87 0.49 1.14 1.14 0.87 ***** 1.14 9.00 1.42 330.42 * 0.012 1.08 0.60 1.42 1.42 1.08 ***** 1.42 12.00 1.66 330.66 * 0.012 1.25 0.69 1.66 1.66 1.25 ***** 1.66 15.00 1.87 330.87 * 0.012 1.40 0.78 1.87 1.87 1.40 ***** 1.87 18.00 2.11 331.11 * 0.012 1.53 0.86 2.11 2.11 1.53 ***** 2.11 21.00 2.40 331.40 * 0.012 1.65 0.94 2.40 2.40 1.65 ***** 2.40 24.00 2.74 331.74 * 0.012 1.74 1.02 2.73 2.73 1.74 ***** 2.74 27.00 3.12 332.12 * 0.012 1.81 1.09 3.12 3.12 1.81 ***** 3.12 30.00 3.54 332.54 * 0.012 1.87 1.17 3.54 3.54 1.87 ***** 3.54 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 6.93 335.93 * 0.012 1.91 1.24 7.81 7.81 6.04 6.93 4.01 36.00 18.77 347.77 * 0.012 1.93 1.32 19.16 19.16 17.71 18.77 4.53 39.00 32.74 361.74 * 0.012 1.95 1.39 32.59 32.59 31.50 32.74 5.09 42.00 47.84 376.84 * 0.012 1.97 1.48 47.10 47.10 46.39 47.84 5.69 45.00 64.05 393.05 * 0.012 1.97 1.57 62.68 62.68 62.39 64.05 6.34 48.00 81.37 410.37 * 0.012 1.98 1.68 79.34 79.34 79.49 81.37 7.04 51.00 99.82 428.82 * 0.012 1.99 2.00 97.08 97.08 97.69 99.82 7.78 54.00 119.83 448.83 * 0.012 1.99 2.00116.33116.33117.44 ***** 6.56 PIPE NO.30: 150 LF - 24"CP @ 3.67% OUTLET: 329.00 INLET: 334.50 INTYP: 5 JUNC NO.30: OVERFLOW-EL: 340.70 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 335.28 * 0.012 0.61 0.35 0.78 0.78 0.61 ***** 0.78 6.00 1.14 335.64 * 0.012 0.87 0.49 1.14 1.14 0.87 ***** 1.14 9.00 1.42 335.92 * 0.012 1.08 0.60 1.42 1.42 1.08 ***** 1.42 12.00 1.66 336.16 * 0.012 1.25 0.69 1.66 1.66 1.25 ***** 1.66 15.00 1.87 336.37 * 0.012 1.40 0.78 1.87 1.87 1.40 ***** 1.87 18.00 2.11 336.61 * 0.012 1.53 0.86 2.11 2.11 1.53 ***** 2.11 21.00 2.40 336.90 * 0.012 1.65 0.94 2.40 2.40 1.65 ***** 2.40 24.00 2.74 337.24 * 0.012 1.74 1.02 2.74 2.74 1.74 ***** 2.74 27.00 3.12 337.62 * 0.012 1.81 1.09 3.12 3.12 1.81 ***** 3.12 30.00 3.54 338.04 * 0.012 1.87 1.17 3.54 3.54 1.87 ***** 3.54 33.00 5.05 339.55 * 0.012 1.91 1.24 6.93 6.93 4.16 5.05 4.01 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 17.57 352.07 * 0.012 1.93 1.32 18.77 18.77 16.51 17.57 4.53 39.00 32.29 366.79 * 0.012 1.95 1.40 32.74 32.74 31.04 32.29 5.09 42.00 48.19 382.69 * 0.012 1.97 1.48 47.84 47.84 46.74 48.19 5.69 45.00 65.26 399.76 * 0.012 1.97 1.57 64.05 64.05 63.60 65.26 6.34 48.00 83.52 418.02 * 0.012 1.98 1.69 81.37 81.37 81.63 83.52 7.04 51.00 102.95 437.45 * 0.012 1.99 2.00 99.82 99.82100.82 ***** 7.78 54.00 124.00 458.50 * 0.012 1.99 2.00119.83119.83121.61 ***** 8.56 PIPE NO.31: 148 LF - 24"CP @ 2.36% OUTLET: 334.50 INLET: 338.00 INTYP: 5 JUNC NO.31: OVERFLOW-EL: 346.56 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 338.79 * 0.012 0.61 0.39 0.78 0.78 0.61 ***** 0.79 6.00 1.15 339.15 * 0.012 0.87 0.54 1.14 1.14 0.87 ***** 1.15 9.00 1.43 339.43 * 0.012 1.08 0.67 1.42 1.42 1.08 ***** 1.43 12.00 1.67 339.67 * 0.012 1.25 0.78 1.66 1.66 1.25 ***** 1.67 15.00 1.89 339.89 * 0.012 1.40 0.88 1.87 1.87 1.40 ***** 1.89 18.00 2.12 340.12 * 0.012 1.53 0.98 2.11 2.11 1.53 ***** 2.12 21.00 2.41 340.41 * 0.012 1.65 1.07 2.40 2.40 1.65 ***** 2.41 24.00 2.75 340.75 * 0.012 1.74 1.16 2.74 2.74 1.74 ***** 2.75 27.00 3.13 341.13 * 0.012 1.81 1.26 3.12 3.12 1.81 ***** 3.13 30.00 3.56 341.56 * 0.012 1.87 1.35 3.54 3.54 2.27 3.01 3.56 33.00 5.13 343.13 * 0.012 1.91 1.46 5.05 5.05 4.24 5.13 4.03 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 18.32 356.32 * 0.012 1.93 1.57 17.57 17.57 17.26 18.32 4.54 39.00 33.78 371.78 * 0.012 1.95 1.71 32.29 32.29 32.54 33.78 5.10 42.00 50.48 388.48 * 0.012 1.97 2.00 48.19 48.19 49.03 50.48 5.71 45.00 68.41 406.41 * 0.012 1.97 2.00 65.26 65.26 66.75 68.41 6.36 48.00 87.58 425.58 * 0.012 1.98 2.00 83.52 83.52 85.69 87.58 7.05 51.00 107.99 445.99 * 0.012 1.99 2.00102.95102.95105.86 ***** 7.79 54.00 130.08 468.08 * 0.012 1.99 2.00124.00124.00127.69 ***** 8.57 PIPE NO.32: 127 LF - 24"CP @ 2.76% OUTLET: 338.00 INLET: 341.50 INTYP: 5 JUNC NO.32: OVERFLOW-EL: 350.11 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 342.30 * 0.012 0.61 0.37 0.79 0.79 0.61 ***** 0.80 6.00 1.17 342.67 * 0.012 0.87 0.52 1.15 1.15 0.87 ***** 1.17 9.00 1.48 342.98 * 0.012 1.08 0.64 1.43 1.43 1.08 ***** 1.48 12.00 1.75 343.25 * 0.012 1.25 0.75 1.67 1.67 1.25 ***** 1.75 15.00 2.01 343.51 * 0.012 1.40 0.85 1.89 1.89 1.40 ***** 2.01 18.00 2.31 343.81 * 0.012 1.53 0.94 2.12 2.12 1.53 ***** 2.31 21.00 2.67 344.17 * 0.012 1.65 1.02 2.41 2.41 1.65 ***** 2.67 24.00 3.08 344.58 * 0.012 1.74 1.11 2.75 2.75 1.74 ***** 3.08 27.00 3.55 345.05 * 0.012 1.81 1.20 3.13 3.13 1.81 ***** 3.55 30.00 4.08 345.58 * 0.012 1.87 1.28 3.56 3.56 1.87 ***** 4.08 33.00 5.47 346.97 * 0.012 1.91 1.37 5.13 5.13 3.94 5.47 4.66 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 19.38 360.88 * 0.012 1.93 1.47 18.32 18.32 17.56 19.38 5.29 39.00 35.63 377.13 * 0.012 1.95 1.57 33.78 33.78 33.50 35.63 5.98 42.00 53.18 394.68 * 0.012 1.97 1.71 50.48 50.48 50.71 53.18 6.73 45.00 72.03 413.53 * 0.012 1.97 2.00 68.41 68.41 69.19 72.03 7.53 48.00 92.18 433.68 * 0.012 1.98 2.00 87.58 87.58 88.95 92.18 8.39 51.00 113.64 455.14 * 0.012 1.99 2.00107.99107.99109.99 ***** 9.30 54.00 136.83 478.33 * 0.012 1.99 2.00130.08130.08132.74 ***** 10.27 PIPE NO.33: 62 LF - 24"CP @ 4.03% OUTLET: 341.50 INLET: 344.00 INTYP: 5 JUNC NO.33: OVERFLOW-EL: 352.52 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 344.78 * 0.012 0.61 0.34 0.80 0.80 0.61 ***** 0.78 6.00 1.14 345.14 * 0.012 0.87 0.48 1.17 1.17 0.87 ***** 1.14 9.00 1.42 345.42 * 0.012 1.08 0.58 1.48 1.48 1.08 ***** 1.42 12.00 1.66 345.66 * 0.012 1.25 0.68 1.75 1.75 1.25 ***** 1.66 15.00 1.87 345.87 * 0.012 1.40 0.76 2.01 2.01 1.40 ***** 1.87 18.00 2.11 346.11 * 0.012 1.53 0.84 2.31 2.31 1.53 ***** 2.11 21.00 2.40 346.40 * 0.012 1.65 0.92 2.67 2.67 1.65 ***** 2.40 24.00 2.73 346.73 * 0.012 1.74 0.99 3.08 3.08 1.74 ***** 2.73 27.00 3.11 347.11 * 0.012 1.81 1.06 3.55 3.55 1.81 ***** 3.11 30.00 3.54 347.54 * 0.012 1.87 1.13 4.08 4.08 1.87 ***** 3.54 33.00 4.99 348.99 * 0.012 1.91 1.20 5.47 5.47 4.10 4.99 4.01 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 19.28 363.28 * 0.012 1.93 1.28 19.38 19.38 18.22 19.28 4.53 39.00 35.95 379.95 * 0.012 1.95 1.35 35.63 35.63 34.70 35.95 5.09 42.00 53.95 397.95 * 0.012 1.97 1.43 53.18 53.18 52.50 53.95 5.69 45.00 73.28 417.28 * 0.012 1.97 1.51 72.03 72.03 71.62 73.28 6.34 48.00 93.95 437.95 * 0.012 1.98 1.60 92.18 92.18 92.06 93.95 7.03 51.00 115.95 459.95 * 0.012 1.99 1.72113.64113.64113.82 ***** 7.77 54.00 139.73 483.73 * 0.012 1.99 2.00136.83136.83137.34 ***** 8.56 PIPE NO.34: 62 LF - 2411CP @ 8.87% OUTLET: 344.00 INLET: 349.50 INTYP: 5 JUNC NO.34: OVERFLOW-EL: 356.10 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 3.00 0.73 350.23 * 0.012 0.61 0.28 0.78 0.78 0.61 ***** 0.73 6.00 1.09 350.59 * 0.012 0.87 0.39 1.14 1.14 0.87 ***** 1.09 9.00 1.37 350.87 * 0.012 1.08 0.48 1.42 1.42 1.08 ***** 1.37 12.00 1.61 351.11 * 0.012 1.25 0.55 1.66 1.66 1.25 ***** 1.61 15.00 1.82 351.32 * 0.012 1.40 0.62 1.87 1.87 1.40 ***** 1.82 18.00 2.06 351.56 * 0.012 1.53 0.68 2.11 2.11 1.53 ***** 2.06 21.00 2.35 351.85 * 0.012 1.65 0.74 2.40 2.40 1.65 ***** 2.35 24.00 2.68 352.18 * 0.012 1.74 0.79 2.73 2.73 1.74 ***** 2.68 27.00 3.07 352.57 * 0.012 1.81 0.85 3.11 3.11 1.81 ***** 3.07 30.00 3.49 352.99 * 0.012 1.87 0.90 3.54 3.54 1.87 ***** 3.49 33.00 3.96 353.46 * 0.012 1.91 0.95 4.99 4.99 1.91 ***** 3.96 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 16.18 365.68 * 0.012 1.93 1.00 19.28 19.28 15.12 16.18 4.48 39.00 33.26 382.76 * 0.012 1.95 1.05 35.95 35.95 32.02 33.26 5.04 42.00 51.71 401.21 * 0.012 1.97 1.09 53.95 53.95 50.27 51.71 5.64 45.00 71.53 421.03 * 0.012 1.97 1.14 73.28 73.28 69.87 71.53 6.29 48.00 92.72 442.22 * 0.012 1.98 1.19 93.95 93.95 90.83 92.72 6.99 51.00 115.27 464.77 * 0.012 1.99 1.24115.95115.95113.14 ***** 7.72 54.00 139.63 489.13 * 0.012 1.99 1.29139.73139.73137.24 ***** 8.51 PIPE NO.35: 118 LF - 24"CP @ 8.47% OUTLET: 350.00 INLET: 360.00 INTYP: 5 JUNC NO.35: OVERFLOW-EL: 366.39 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 360.73 * 0.012 0.61 0.28 0.23 0.28 0.61 ***** 0.73 6.00 1.09 361.09 * 0.012 0.87 0.40 0.59 0.59 0.87 ***** 1.09 9.00 1.37 361.37 * 0.012 1.08 0.48 0.87 0.87 1.08 ***** 1.37 12.00 1.61 361.61 * 0.012 1.25 0.56 1.11 1.11 1.25 ***** 1.61 15.00 1.83 361.83 * 0.012 1.40 0.63 1.32 1.32 1.40 ***** 1.83 18.00 2.06 362.06 * 0.012 1.53 0.69 1.56 1.56 1.53 ***** 2.06 21.00 2.35 362.35 * 0.012 1.65 0.75 1.85 1.85 1.65 ***** 2.35 24.00 2.69 362.69 * 0.012 1.74 0.80 2.18 2.18 1.74 ***** 2.69 27.00 3.07 363.07 * 0.012 1.81 0.86 2.57 2.57 1.81 ***** 3.07 30.00 3.50 363.50 * 0.012 1.87 0.91 2.99 2.99 1.87 ***** 3.50 33.00 3.97 363.97 * 0.012 1.91 0.96 3.46 3.46 1.91 ***** 3.97 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 9.29 369.29 * 0.012 1.93 1.01 15.68 15.68 8.23 9.29 4.48 39.00 27.00 387.00 * 0.012 1.95 1.06 32.76 32.76 25.75 27.00 5.04 42.00 46.12 406.12 * 0.012 1.97 1.11 51.21 51.21 44.68 46.12 5.65 45.00 66.67 426.67 * 0.012 1.97 1.16 71.03 71.03 65.01 66.67 6.30 48.00 88.63 448.63 * 0.012 1.98 1.21 92.22 92.22 86.74 88.63 6.99 51.00 112.01 472.01 * 0.012 1.99 1.26114.77114.77109.88 ***** 7.73 54.00 137.25 497.25 * 0.012 1.99 1.31139.13139.13134.86 ***** 8.51 PIPE NO.36: 143 LF - 24"CP @ 7.34% OUTLET: 360.00 INLET: 370.50 INTYP: 5 JUNC NO.36: OVERFLOW-EL: 378.53 BEND: 10 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.74 371.24 * 0.012 0.61 0.29 0.73 0.73 0.61 ***** 0.74 6.00 1.10 371.60 * 0.012 0.87 0.41 1.09 1.09 0.87 ***** 1.10 9.00 1.39 371.89 * 0.012 1.08 0.50 1.37 1.37 1.08 ***** 1.39 12.00 1.63 372.13 * 0.012 1.25 0.58 1.61 1.61 1.25 ***** 1.63 15.00 1.85 372.35 * 0.012 1.40 0.65 1.83 1.83 1.40 ***** 1.85 18.00 2.09 372.59 * 0.012 1.53 0.72 2.06 2.06 1.53 ***** 2.09 21.00 2.38 372.88 * 0.012 1.65 0.78 2.35 2.35 1.65 ***** 2.38 24.00 2.73 373.23 * 0.012 1.74 0.84 2.69 2.69 1.74 ***** 2.73 27.00 3.12 373.62 * 0.012 1.81 0.89 3.07 3.07 1.81 ***** 3.12 30.00 3.55 374.05 * 0.012 1.87 0.95 3.50 3.50 1.87 ***** 3.55 33.00 4.03 374.53 * 0.012 1.91 1.00 3.97 3.97 1.91 ***** 4.03 36.00 4.55 375.05 * 0.012 1.93 1.05 9.29 9.29 1.93 ***** 4.55 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 21.44 391.94 * 0.012 1.95 1.11 27.00 27.00 20.12 21.44 5.12 42.00 41.35 411.85 * 0.012 1.97 1.16 46.12 46.12 39.82 41.35 5.74 45.00 62.75 433.25 * 0.012 1.97 1.21 66.67 66.67 60.99 62.75 6.40 48.00 85.61 456.11 * 0.012 1.98 1.26 88.63 88.63 83.62 85.61 7.11 51.00 109.95 480.45 * 0.012 1.99 1.32112.01112.01107.70 ***** 7.86 54.00 136.22 506.72 * 0.012 1.99 1.37137.25137.25133.69 ***** 8.66 PIPE NO.37: 64 LF - 24"CP @ 7.03% OUTLET: 370.50 INLET: 375.00 INTYP: 5 JUNC NO.37: OVERFLOW-EL: 380.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.75 375.75 * 0.012 0.61 0.30 0.74 0.74 0.61 ***** 0.75 6.00 1.11 376.11 * 0.012 0.87 0.42 1.10 1.10 0.87 ***** 1.11 9.00 1.39 376.39 * 0.012 1.08 0.51 1.39 1.39 1.08 ***** 1.39 12.00 1.63 376.63 * 0.012 1.25 0.59 1.63 1.63 1.25 ***** 1.63 15.00 1.84 376.84 * 0.012 1.40 0.66 1.85 1.85 1.40 ***** 1.84 18.00 2.08 377.08 * 0.012 1.53 0.72 2.09 2.09 1.53 ***** 2.08 21.00 2.37 377.37 * 0.012 1.65 0.79 2.38 2.38 1.65 ***** 2.37 24.00 2.70 377.70 * 0.012 1.74 0.85 2.73 2.73 1.74 ***** 2.70 27.00 3.08 378.08 * 0.012 1.81 0.90 3.12 3.12 1.81 ***** 3.08 30.00 3.51 378.51 * 0.012 1.87 0.96 3.55 3.55 1.87 ***** 3.51 33.00 3.98 378.98 * 0.012 1.91 1.01 4.03 4.03 1.91 ***** 3.98 36.00 4.50 379.50 * 0.012 1.93 1.07 4.55 4.55 1.93 ***** 4.50 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 19.81 394.81 * 0.012 1.95 1.12 21.44 21.44 18.56 19.81 5.06 42.00 40.18 415.18 * 0.012 1.97 1.18 41.35 41.35 38.73 40.18 5.66 45.00 62.06 437.06 * 0.012 1.97 1.23 62.75 62.75 60.40 62.06 6.31 48.00 85.45 460.45 * 0.012 1.98 1.28 85.61 85.61 83.57 85.45 7.00 51.00 110.36 485.36 * 0.012 1.99 1.34109.95109.95108.23 ***** 7.74 54.00 137.21 512.21 * 0.012 1.99 1.40136.22136.22134.82 ***** 8.53 PIPE NO.38: 113 LF - 24"CP @ 3.54% OUTLET: 375.00 INLET: 379.00 INTYP: 5 JUNC NO.38: OVERFLOW-EL: 387.00 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 379.79 * 0.012 0.61 0.35 0.75 0.75 0.61 ***** 0.79 6.00 1.16 380.16 * 0.012 0.87 0.49 1.11 1.11 0.87 ***** 1.16 9.00 1.47 380.47 * 0.012 1.08 0.60 1.39 1.39 1.08 ***** 1.47 12.00 1.74 380.74 * 0.012 1.25 0.70 1.63 1.63 1.25 ***** 1.74 15.00 2.01 381.01 * 0.012 1.40 0.79 1.84 1.84 1.40 ***** 2.01 18.00 2.30 381.30 * 0.012 1.53 0.87 2.08 2.08 1.53 ***** 2.30 21.00 2.66 381.66 * 0.012 1.65 0.95 2.37 2.37 1.65 ***** 2.66 24.00 3.07 382.07 * 0.012 1.74 1.03 2.70 2.70 1.74 ***** 3.07 27.00 3.54 382.54 * 0.012 1.81 1.10 3.08 3.08 1.81 ***** 3.54 30.00 4.07 383.07 * 0.012 1.87 1.18 3.51 3.51 1.87 ***** 4.07 33.00 4.65 383.65 * 0.012 1.91 1.26 3.98 3.98 1.91 ***** 4.65 36.00 5.29 384.29 * 0.012 1.93 1.33 4.50 4.50 2.94 4.76 5.29 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 20.80 399.80 * 0.012 1.95 1.42 19.81 19.81 18.67 20.80 5.98 42.00 41.97 420.97 * 0.012 1.97 1.50 40.18 40.18 39.50 41.97 6.72 45.00 64.71 443.71 * 0.012 1.97 1.60 62.06 62.06 61.87 64.71 7.52 48.00 89.02 468.02 * 0.012 1.98 1.73 85.45 85.45 85.79 89.02 8.38 51.00 114.90 493.90 * 0.012 1.99 2.00110.36110.36111.25 ***** 9.29 54.00 142.79 521.79 * 0.012 1.99 2.00137.21137.21138.70 ***** 10.26 PIPE NO.39: 23 LF - 24"CP @ 2.04% OUTLET: 379.00 INLET: 379.47 INTYP: 5 JUNC NO.39: OVERFLOW-EL: 387.65 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 380.27 * 0.012 0.61 0.40 0.79 0.79 0.61 ***** 0.80 6.00 1.16 380.63 * 0.012 0.87 0.57 1.16 1.16 0.87 ***** 1.16 9.00 1.44 380.91 * 0.012 1.08 0.70 1.47 1.47 1.08 ***** 1.44 12.00 1.67 381.14 * 0.012 1.25 0.81 1.74 1.74 1.25 ***** 1.67 15.00 1.89 381.36 * 0.012 1.40 0.92 2.01 2.01 1.40 ***** 1.89 18.00 2.13 381.60 * 0.012 1.53 1.02 2.30 2.30 1.53 ***** 2.13 21.00 2.42 381.89 * 0.012 1.65 1.12 2.66 2.66 1.65 ***** 2.42 24.00 3.30 382.77 * 0.012 1.74 1.22 3.07 3.07 2.83 3.30 2.75 27.00 3.95 383.42 * 0.012 1.81 1.32 3.54 3.54 3.35 3.95 3.13 30.00 4.68 384.15 * 0.012 1.87 1.43 4.07 4.07 3.94 4.68 3.56 33.00 5.49 364.96 * 0.012 1.91 1.55 4.65 4.65 4.60 5.49 4.03 36.00 6.37 385.84 * 0.012 1.93 1.70 5.29 5.29 5.31 6.37 4.55 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 22.16 401.63 * 0.012 1.95 2.00 20.80 20.80 20.91 22.16 5.11 42.00 43.62 423.09 * 0.012 1.97 2.00 41.97 41.97 42.18 43.62 5.71 45.00 66.68 446.15 * 0.012 1.97 2.00 64.71 64.71 65.02 66.68 6.36 48.00 91.32 470.79 * 0.012 1.98 2.00 89.02 89.02 89.43 91.32 7.05 51.00 117.55 497.02 * 0.012 1.99 2.00114.90114.90115.42 ***** 7.79 54.00 145.82 525.29 * 0.012 1.99 2.00142.79142.79143.43 ***** 8.58 PIPE NO.40: 262 LF - 24"CP @ 0.51% OUTLET: 379.47 INLET: 380.81 INTYP: 5 JUNC NO.40: OVERFLOW-EL: 392.45 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 3.00 0.81 381.62 * 0.012 0.61 0.56 0.80 0.80 0.61 ***** 0.81 6.00 1.17 381.98 * 0.012 0.87 0.81 1.16 1.16 0.87 ***** 1.17 9.00 1.45 382.26 * 0.012 1.08 1.02 1.44 1.44 1.08 ***** 1.45 12.00 1.69 382.50 * 0.012 1.25 1.22 1.67 1.67 1.25 ***** 1.69 15.00 1.99 382.80 * 0.012 1.40 1.43 1.89 1.89 1.43 1.99 1.90 18.00 2.46 383.27 * 0.012 1.53 1.70 2.13 2.13 2.20 2.46 2.14 21.00 3.36 384.17 * 0.012 1.65 2.00 2.42 2.42 3.00 3.36 2.43 24.00 4.95 385.76 * 0.012 1.74 2.00 3.30 3.30 4.47 4.95 2.77 27.00 6.39 387.20 * 0.012 1.81 2.00 3.95 3.95 5.79 6.39 3.15 30.00 8.00 388.81 * 0.012 1.87 2.00 4.68 4.68 7.27 8.00 3.57 33.00 9.79 390.60 * 0.012 1.91 2.00 5.49 5.49 8.90 9.79 4.05 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 11.75 392.56 * 0.012 1.93 2.00 6.37 6.37 10.69 11.75 4.56 39.00 28.70 409.51 * 0.012 1.95 2.00 22.16 22.16 27.45 28.70 5.12 42.00 51.42 432.23 * 0.012 1.97 2.00 43.62 43.62 49.98 51.42 5.73 45.00 75.83 456.64 * 0.012 1.97 2.00 66.68 66.68 74.17 75.83 6.37 48.00 101.92 482.73 * 0.012 1.98 2.00 91.32 91.32100.03 ***** 7.07 51.00 129.69 510.50 * 0.012 1.99 2.00117.55117.55127.56 ***** 7.81 54.00 159.59 540.40 * 0.012 1.99 2.00145.82145.82157.20 ***** 8.59 PIPE NO.41: 129 LF - 24"CP @ 0.30% OUTLET: 380.81 INLET: 381.20 INTYP: 5 JUNC NO.41: OVERFLOW-EL: 392.44 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.90 382.10 * 0.012 0.61 0.65 0.81 0.81 0.65 0.90 0.81 6.00 1.28 382.48 * 0.012 0.87 0.94 1.17 1.17 0.96 1.28 1.17 9.00 1.57 382.77 * 0.012 1.08 1.20 1.45 1.45 1.27 1.57 1.45 12.00 1.83 383.03 * 0.012 1.25 1.48 1.69 1.69 1.58 1.83 1.69 15.00 2.26 383.46 * 0.012 1.40 2.00 1.99 1.99 2.08 2.26 1.91 18.00 3.04 384.24 * 0.012 1.53 2.00 2.46 2.46 2.77 3.04 2.14 21.00 4.28 385.48 * 0.012 1.65 2.00 3.36 3.36 3.92 4.28 2.43 24.00 6.27 387.47 * 0.012 1.74 2.00 4.95 4.95 5.79 6.27 2.77 27.00 8.16 389.36 * 0.012 1.81 2.00 6.39 6.39 7.56 8.16 3.15 30.00 10.28 391.48 * 0.012 1.87 2.00 8.00 8.00 9.55 10.28 3.58 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 12.63 393.83 * 0.012 1.91 2.00 9.79 9.79 11.74 12.63 4.05 36.00 15.20 396.40 * 0.012 1.93 2.00 11.75 11.75 14.14 15.20 4.56 39.00 32.82 414.02 * 0.012 1.95 2.00 28.70 28.70 31.58 32.82 5.12 42.00 56.27 437.47 * 0.012 1.97 2.00 51.42 51.42 54.82 56.27 5.73 45.00 81.45 462.65 * 0.012 1.97 2.00 75.83 75.83 79.79 81.45 6.38 48.00 108.36 489.56 * 0.012 1.98 2.00101.92101.92106.48 ***** 7.07 51.00 137.02 518.22 * 0.012 1.99 2.00129.69129.69134.89 ***** 7.81 54.00 167.85 549.05 * 0.012 1.99 2.00159.59159.59165.47 ***** 8.59 PIPE NO.42: 290 LF - 24"CP @ 0.31% OUTLET: 381.20 INLET: 382.10 INTYP: 5 JUNC NO.42: OVERFLOW-EL: 391.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 3.00 0.91 383.01 * 0.012 0.61 0.64 0.90 0.90 0.64 0.91 0.81 6.00 1.28 383.38 * 0.012 0.87 0.93 1.28 1.28 0.93 1.28 1.17 9.00 1.56 383.66 * 0.012 1.08 1.19 1.57 1.57 1.19 1.56 1.45 12.00 1.82 383.92 * 0.012 1.25 1.46 1.83 1.83 1.55 1.82 1.69 15.00 2.64 384.74 * 0.012 1.40 2.00 2.26 2.26 2.45 2.64 1.91 18.00 3.97 386.07 * 0.012 1.53 2.00 3.04 3.04 3.70 3.97 2.14 21.00 5.87 387.97 * 0.012 1.65 2.00 4.28 4.28 5.51 5.87 2.43 24.00 8.62 390.72 * 0.012 1.74 2.00 6.27 6.27 8.15 8.62 2.77 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 11.38 393.48 * 0.012 1.81 2.00 8.16 8.16 10.78 11.38 3.15 30.00 14.47 396.57 * 0.012 1.87 2.00 10.28 10.28 13.73 14.47 3.58 33.00 17.88 399.98 * 0.012 1.91 2.00 12.63 12.63 16.99 17.88 4.05 36.00 21.62 403.72 * 0.012 1.93 2.00 15.20 15.20 20.56 21.62 4.56 39.00 40.51 422.61 * 0.012 1.95 2.00 32.82 32.82 39.27 40.51 5.12 42.00 65.33 447.43 * 0.012 1.97 2.00 56.27 56.27 63.88 65.33 5.73 45.00 91.98 474.08 * 0.012 1.97 2.00 81.45 81.45 90.32 91.98 6.38 48.00 120.48 502.58 * 0.012 1.98 2.00108.36108.36118.59 ***** 7.07 51.00 150.81 532.91 * 0.012 1.99 2.00137.02137.02148.68 ***** 7.81 54.00 183.42 565.52 * 0.012 1.99 2.00167.85167.85181.04 ***** 8.59 PIPE NO.43: 221 LF - 24"CP @ 0.30% OUTLET: 382.10 INLET: 382.77 INTYP: 5 JUNC NO.43: OVERFLOW-EL: 390.78 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.90 383.67 * 0.012 0.61 0.65 0.91 0.91 0.65 0.90 0.81 6.00 1.28 384.05 * 0.012 0.87 0.94 1.28 1.28 0.94 1.28 1.17 9.00 1.57 384.34 * 0.012 1.08 1.20 1.56 1.56 1.24 1.57 1.45 12.00 1.84 384.61 * 0.012 1.25 1.47 1.82 1.82 1.60 1.84 1.69 15.00 2.98 385.75 * 0.012 1.40 2.00 2.64 2.64 2.79 2.98 1.91 18.00 4.75 387.52 * 0.012 1.53 2.00 3.97 3.97 4.49 4.75 2.14 21.00 7.19 389.96 * 0.012 1.65 2.00 5.87 5.87 6.82 7.19 2.43 **************** OVERFLOW ENCOUNTERED AT 24.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 24.00 10.54 393.31 * 0.012 1.74 2.00 8.62 8.62 10.07 10.54 2.77 27.00 13.99 396.76 * 0.012 1.81 2.00 11.38 11.38 13.39 13.99 3.15 30.00 17.85 400.62 * 0.012 1.87 2.00 14.47 14.47 17.11 17.85 3.58 33.00 22.11 404.88 * 0.012 1.91 2.00 17.88 17.88 21.22 22.11 4.05 36.00 26.78 409.55 * 0.012 1.93 2.00 21.62 21.62 25.72 26.78 4.56 39.00 46.69 429.46 * 0.012 1.95 2.00 40.51 40.51 45.44 46.69 5.12 42.00 72.59 455.36 * 0.012 1.97 2.00 65.33 65.33 71.15 72.59 5.73 45.00 100.42 483.19 * 0.012 1.97 2.00 91.98 91.98 98.77 ***** 6.38 48.00 130.17 512.94 * 0.012 1.98 2.00120.48120.48128.29 ***** 7.07 51.00 161.84 544.61 * 0.012 1.99 2.00150.81150.81159.71 ***** 7.81 54.00 195.87 578.64 * 0.012 1.99 2.00183.42183.42193.48 ***** 8.59 PIPE NO.44: 255 LF - 24"CP @ 0.48% OUTLET: 382.77 INLET: 384.00 INTYP: 5 JUNC NO.44: OVERFLOW-EL: 391.90 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 384.78 * 0.012 0.61 0.57 0.90 0.90 0.61 ***** 0.78 6.00 1.05 385.05 * 0.012 0.87 0.83 1.28 1.28 0.87 ***** 1.05 9.00 1.18 385.18 * 0.012 1.08 1.04 1.57 1.57 1.08 ***** 1.18 12.00 1.25 385.25 * 0.012 1.25 1.24 1.84 1.84 1.25 ***** 1.24 15.00 2.71 386.71 * 0.012 1.40 1.46 2.98 2.98 2.71 2.14 1.15 18.00 4.90 388.90 * 0.012 1.53 1.78 4.75 4.75 4.90 4.08 1.06 21.00 7.83 391.83 * 0.012 1.65 2.00 7.19 7.19 7.83 6.72 0.96 **************** OVERFLOW ENCOUNTERED AT 24.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 24.00 11.76 395.76 * 0.012 1.74 2.00 10.54 10.54 11.76 10.31 0.85 27.00 15.85 399.85 * 0.012 1.81 2.00 13.99 13.99 15.65 14.02 0.72 30.00 20.44 404.44 * 0.012 1.87 2.00 17.85 17.85 20.44 18.17 0.57 33.00 25.51 409.51 * 0.012 1.91 2.00 22.11 22.11 25.51 22.77 0.41 36.00 31.06 415.06 * 0.012 1.93 2.00 26.78 26.78 31.06 27.80 0.24 39.00 51.91 435.91 * 0.012 1.95 2.00 46.69 46.69 51.91 48.09 0.05 42.00 78.85 462.85 * 0.012 1.97 2.00 72.59 72.59 78.85 74.42 -0.16 45.00 107.79 491.79 * 0.012 1.97 2.00100.42100.42107.79 ***** -0.38 48.00 138.73 522.73 * 0.012 1.98 2.00130.17130.17138.73 ***** -0.62 51.00 171.65 555.65 * 0.012 1.99 2.00161.84161.84171.65 ***** -0.87 54.00 207.02 591.02 * 0.012 1.99 2.00195.87195.87207.02 ***** -1.13 { r PIPE NO.45: 351 LF - 18"CP @ 1.28% OUTLET: 384.50 INLET: 388.98 INTYP: 5 JUNC NO.45: OVERFLOW-EL: 398.76 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.88 389.86 * 0.012 0.66 0.50 0.28 0.50 0.66 ***** 0.88 6.00 1.28 390.26 * 0.012 0.95 0.73 0.55 0.73 0.95 ***** 1.28 9.00 1.63 390.61 * 0.012 1.17 0.93 0.68 0.93 1.17 ***** 1.63 12.00 2.13 391.11 * 0.012 1.32 1.15 0.75 1.15 1.32 ***** 2.13 15.00 4.41 393.39 * 0.012 1.41 1.50 2.21 2.21 3.83 4.41 2.77 18.00 9.54 398.52 * 0.012 1.46 1.50 4.40 4.40 8.70 9.54 3.54 **************** OVERFLOW ENCOUNTERED AT 21.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 21.00 15.94 404.92 * 0.012 1.48 1.50 7.33 7.33 14.80 15.94 4.46 24.00 23.88 412.86 * 0.012 1.49 1.50 11.26 11.26 22.39 23.88 5.53 27.00 32.52 421.50 * 0.012 1.50 1.50 15.35 15.35 30.63 32.52 6.73 30.00 42.18 431.16 * 0.012 1.50 1.50 19.94 19.94 39.85 42.18 8.07 33.00 52.87 441.85 * 0.012 1.50 1.50 25.01 25.01 50.05 52.87 9.56 36.00 64.56 453.54 * 0.012 1.50 1.50 30.56 30.56 61.21 64.56 11.19 39.00 92.10 481.08 * 0.012 1.50 1.50 51.41 51.41 88.16 92.10 12.96 42.00 126.26 515.24 * 0.012 1.50 1.50 78.35 78.35121.69 ***** 14.87 45.00 162.95 551.93 * 0.012 1.50 1.50107.29107.29157.70 ***** 16.92 48.00 202.17 591.15 * 0.012 1.50 1.50138.23138.23196.20 ***** 19.12 51.00 243.91 632.89 * 0.012 1.50 1.50171.15171.15237.18 ***** 21.45 54.00 288.64 677.62 * 0.012 1.50 1.50206.52206.52281.09 ***** 23.93 PIPE NO.46: 81 LF - 18"CP @ 0.80% OUTLET: 388.98 INLET: 389.63 INTYP: 5 JUNC NO.46: OVERFLOW-EL: 399.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.89 390.52 * 0.012 0.66 0.56 0.88 0.88 0.66 ***** 0.89 6.00 1.28 390.91 * 0.012 0.95 0.83 1.28 1.28 0.95 ***** 1.28 9.00 1.67 391.30 * 0.012 1.17 1.10 1.63 1.63 1.45 1.67 1.64 12.00 2.75 392.38 * 0.012 1.32 1.50 2.13 2.13 2.38 2.75 2.13 15.00 5.75 395.38 * 0.012 1.41 1.50 4.41 4.41 5.17 5.75 2.77 **************** OVERFLOW ENCOUNTERED AT 18.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 18.00 11.76 401.39 * 0.012 1.46 1.50 9.54 9.54 10.92 11.76 3.55 21.00 19.19 408.82 * 0.012 1.48 1.50 15.94 15.94 18.05 19.19 4.47 24.00 28.33 417.96 * 0.012 1.49 1.50 23.88 23.88 26.83 28.33 5.53 27.00 38.32 427.95 * 0.012 1.50 1.50 32.52 32.52 36.43 38.32 6.73 30.00 49.49 439.12 * 0.012 1.50 1.50 42.18 42.18 47.16 49.49 8.08 33.00 61.85 451.48 * 0.012 1.50 1.50 52.87 52.87 59.03 61.85 9.56 36.00 75.38 465.01 * 0.012 1.50 1.50 64.56 64.56 72.02 75.38 11.19 39.00 104.90 494.53 * 0.012 1.50 1.50 92.10 92.10100.97 ***** 12.96 42.00 141.21 530.84 * 0.012 1.50 1.50126.26126.26136.64 ***** 14.87 45.00 180.21 569.84 * 0.012 1.50 1.50162.95162.95174.96 ***** 16.93 48.00 221.89 611.52 * 0.012 1.50 1.50202.17202.17215.93 ***** 19.12 51.00 266.27 655.90 * 0.012 1.50 1.50243.91243.91259.53 ***** 21.46 54.00 313.78 703.41 * 0.012 1.50 1.50288.64288.64306.23 ***** 23.94 PIPE NO.47: 327 LF - 18"CP @ 0.80% OUTLET: 389.63 INLET: 392.24 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.92 393.16 * 0.012 0.66 0.56 0.89 0.89 0.66 ***** 0.92 6.00 1.44 393.68 * 0.012 0.95 0.83 1.28 1.28 0.95 ***** 1.44 9.00 2.02 394.26 * 0.012 1.17 1.10 1.67 1.67 1.17 ***** 2.02 12.00 4.84 397.08 * 0.012 1.32 1.50 2.75 2.75 3.78 4.84 2.82 **************** OVERFLOW ENCOUNTERED AT 15.00 CFS DISCHARGE ***************** 15.00 10.49 402.73 * 0.012 1.41 1.50 5.75 5.75 8.82 10.49 3.85 18.00 19.73 411.97 * 0.012 1.46 1.50 11.76 11.76 17.33 19.73 5.11 21.00 31.00 423.24 * 0.012 1.48 1.50 19.19 19.19 27.72 31.00 6.60 24.00 44.55 436.79 * 0.012 1.49 1.50 28.33 28.33 40.26 44.55 8.32 27.00 59.55 451.79 * 0.012 1.50 1.50 38.32 38.32 54.12 59.55 10.27 30.00 76.32 468.56 * 0.012 1.50 1.50 49.49 49.49 69.61 76.32 12.45 33.00 94.86 487.10 * 0.012 1.50 1.50 61.85 61.85 86.74 94.86 14.86 36.00 115.16 507.40 * 0.012 1.50 1.50 75.38 75.38105.49 ***** 17.50 39.00 152.05 544.29 * 0.012 1.50 1.50104.90104.90140.71 ***** 20.37 42.00 196.30 588.54 * 0.012 1.50 1.50141.21141.21183.15 ***** 23.47 45.00 243.84 636.08 * 0.012 1.50 1.50180.21180.21228.74 ***** 26.79 48.00 294.66 686.90 * 0.012 1.50 1.50221.89221.89277.47 ***** 30.35 51.00 348.75 740.99 * 0.012 1.50 1.50266.27266.27329.34 ***** 34.13 54.00 406.57 798.81 * 0.012 1.50 1.50313.78313.78384.81 ***** 38.15 ' Y +e 8136/01 PLdAvl BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:ne7th.bwp Surcharge condition at intermediate junctions Tailwater Elevation:214 .02 feet Discharge Range:3. to 52. Step of 3. [cfs] Overflow Elevation:398.16 feet Weir:NONE Upstream Velocity:l. feet/sec 'PIPE NO. 1: 47 LF - 2411CP @ 9.04% OUTLET: 206.00 INLET: 210.25 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 217.41 BEND: 75 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 3.80 214.05 * 0.012 0.61 0.28 8.02 8.02 3.78 3.80 0.74 6.00 3.88 214.13 * 0.012 0.87 0.39 8.02 8.02 3.80 3.88 1.14 9.00 4.02 214.27 * 0.012 1.08 0.48 8.02 8.02 3.83 4.02 1.48 12.00 4.21 214.46 * 0.012 1.25 0.55 8.02 8.02 3.88 4.21 1.82 15.00 4.46 214 .71 * 0.012 1.40 0.62 8.02 8.02 3.95 4 .46 2.15 18.00 4.77 215.02 * 0.012 1.53 0.68 8.02 8.02 4 .02 4 .77 2.53 21.00 5.13 215.38 * 0.012 1.65 0.74 8.02 8.02 4 . 12 5.13 3.00 24 .00 5.54 215.79 * 0.012 1.74 0.79 8.02 8 .02 4 .22 5.54 3.53 27.00 6.01 216.26 * 0.012 1.81 0.84 8.02 8.02 4 .34 6.01 4.14 30.00 6.54 216.79 * 0.012 1.87 0.89 8.02 8.02 4.47 6.54 4.82 33.00 7.12 217.37 * 0.012 1.91 0.94 8.02 8.02 4.62 7.12 5.56 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 7.75 218.00 * 0.012 1.93 0.99 8.02 8.02 4.78 7.75 6.38 39.00 8.45 218.70 * 0.012 1.95 1.04 8.02 8.02 4. 96 8.45 7.28 42.00 9.19 219.44 * 0.012 1.97 1.09 8.02 8.02 5.15 9.19 8.24 45.00 10.00 220.25 * 0.012 1.97 1.13 8.02 8.02 5.35 10.00 9.27 48.00 10.85 221.10 * 0.012 1.98 1.18 8.02 8.02 5.57 10.85 10.38 51.00 11.77 222.02 * 0.012 1.99 1.23 8.02 8.02 5.81 11.77 11.55 54.00 12.80 223.05 * 0.012 1.99 1.28 8.02 8.02 6.05 12.74 12.80 'PIPE NO. 2: 40 LF - 2411CP @ 4 .38% OUTLET: 210.25 INLET: 212.00 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 218.66 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 2.07 214 .07 * 0.012 0.61 0.33 3.80 3.80 2.06 2.07 0.78 6.00 2.21 214 .21 * 0.012 0.87 0.47 3.88 3.88 2.15 2.21 1.15 9.00 2.44 214.44 * 0.012 1.08 0.57 4.02 4 .02 2.32 2.44 1.46 12.00 2.76 214.76 * 0.012 1.25 0.66 4.21 4 .21 2.56 2.76 1.74 15.00 3.18 215.18 * 0.012 1.40 0.75 4.46 4 .46 2.86 3.18 2.00 18.00 3. 69 215.69 * 0.012 1.53 0.82 4.77 4.77 3.23 3.69 2.29 21.00 4 .29 216.29 * 0.012 1.65 0.90 5.13 5.13 3. 67 4 .29 2.65 24 .00 4 . 98 216. 98 * 0.012 1.74 0. 97 5.54 5.54 4 . 17 4 . 98 3.07 27.00 5.77 217.77 * 0.012 1.81 1.04 6.01 6.01 4 .75 5.77 3.54 30.00 6. 65 218.65 * 0.012 1.87 1.10 6.54 6.54 5.39 6.65 4.06 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 7.62 219.62 * 0.012 1.91 1.17 7.12 7.12 6.09 7.62 4.64 r 36.00 8. 68 220. 68 * 0.012 1. 93 1.24 7 .75 7.75 6.87 8. 68 5.28 39.00 9.84 221.84 * 0.012 1. 95 1.31 8 .45 8.45 7 .71 9.84 5. 97 42.00 11.09 223.09 * 0.012 1. 97 1.38 9. 19 9. 19 8. 62 11.09 6.71 45.00 12.43 224 .43 * 0.012 1. 97 1. 46 10.00 10.00 9.59 12.43 7.52 48.00 13.87 225.87 * 0.012 1. 98 1.54 10.85 10.85 10. 64 13.87 8.37 51.00 15.40 227.40 * 0.012 1. 99 1. 64 11.77 11.77 11.75 15.40 9.29 54 .00 17.08 229.08 * 0.012 1. 99 1.76 12.80 12.80 12. 99 17.08 10.25 ✓PIPE NO. 3: 180 LF - 24"CP @ 8.39% OUTLET: 212.00 INLET: 227.11 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 233.15 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 227.84 * 0.012 0. 61 0.29 2.07 2.07 0. 61 ***** 0.73 6.00 1.09 228.20 * 0.012 0.87 0.40 2.21 2.21 0.87 ***** 1.09 9.00 1.37 228.48 * 0.012 1.08 0.49 2.44 2. 44 1.08 ***** 1.37 12.00 1.61 228.72 * 0.012 1.25 0.56 2.76 2.76 1.25 ***** 1. 61 15.00 1.83 228. 94 * 0.012 1.40 0. 63 3. 18 3. 18 1.40 ***** 1.83 18.00 2.06 229. 17 * 0.012 1.53 0. 69 3. 69 3. 69 1.53 ***** 2.06 21.00 2.35 229.46 * 0.012 1. 65 0.75 4 .29 4 .29 1.65 ***** 2.35 24.00 2.69 229.80 * 0.012 1.74 0.81 4 .98 4 .98 1.74 ***** 2. 69 27.00 3.07 230. 18 * 0.012 1.81 0.86 5.77 5.77 1.81 ***** 3.07 30.00 3.50 230. 61 * 0.012 1.87 0.91 6. 65 6. 65 1.87 ***** 3.50 33.00 3. 97 231.08 * 0.012 1. 91 0. 96 7. 62 7.62 1.91 ***** 3. 97 36.00 4 .48 231.59 * 0.012 1. 93 1.01 8. 68 8.68 1.93 ***** 4 .48 39.00 5.04 232.15 * 0.012 1. 95 1.06 9.84 9.84 1.95 ***** 5.04 42.00 5. 65 232.76 * 0.012 1. 97 1. 11 11.09 11.09 1.97 ***** 5. 65 **************** OVERFLOW ENCOUNTERED AT 45.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 45.00 6.30 233.41 * 0.012 1. 97 1. 16 12.43 12.43 3.40 5.06 6.30 48.00 7.55 234 .66 * 0.012 1. 98 1.21 13.87 13.87 5.66 7.55 6. 99 OL4 51.00 10.21 237.32 * 0.012 1. 99 1.26 15.40 15.40 8.08 10.21 7.73 54 .00 13.10 240.21 * 0.012 1. 99 1.31 17.08 17.08 10.71 13.10 8.51 PIPE NO.I 224 LF - 24"CP @ 8.80% OUTLET: 227. 11 INLET: 246.83 INTYP: 5 JUNC NO. 4 : OVERFLOW-EL: 254 .83 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 247.56 * 0.012 0. 61 0.28 0.73 0.73 0. 61 ***** 0.73 6.00 1.09 247. 92 * 0.012 0.87 0.39 1.09 1.09 0.87 ***** 1.09 9.00 1.37 248.20 * 0.012 1.08 0.48 1.37 1.37 1.08 ***** 1.37 12.00 1. 61 248.44 * 0.012 1.25 0.55 1.61 1. 61 1.25 ***** 1. 61 15.00 1.82 248. 65 * 0.012 1. 40 0. 62 1.83 1.83 1.40 ***** 1.82 18 .00 2.06 248.89 * 0.012 1.53 0. 68 2.06 2.06 1.53 ***** 2.06 21.00 2.35 249. 18 * 0.012 1. 65 0.74 2.35 2.35 1.65 ***** 2.35 24.00 2.69 249.52 * 0.012 1.74 0.80 2. 69 2.69 1.74 ***** 2.69 27 .00 3.07 249. 90 * 0.012 1.81 0. 85 3.07 3.07 1.81 ***** 3.07 30.00 3.49 250.32 * 0.012 1.87 0. 90 3.50 3.50 1.87 ***** 3.49 33.00 3.96 250.79 * 0.012 1. 91 0. 95 3. 97 3. 97 1. 91 ***** 3. 96 36.00 4 .48 251.31 * 0.012 1. 93 1.00 4 .48 4.48 1. 93 ***** 4 .48 39.00 5.04 251.87 * 0.012 1. 95 1.05 5.04 5.04 1. 95 ***** 5.04 42.00 5.64 252.47 * 0.012 1. 97 1. 10 5. 65 5. 65 1. 97 ***** 5. 64 45.00 6.29 253.12 * 0.012 1. 97 1 . 14 6.30 6.30 1.97 ***** 6.29 48.00 6. 99 253.82 * 0.012 1. 98 1. 19 7.55 7.55 1. 98 ***** 6.99 51.00 7 . 73 254.56 * 0.012 1.99 1.24 10.21 10.21 1.99 ***** 7.73 54.00 8 .51 255.34 * 0.012 1.99 1.29 13.10 13.10 4.26 6.65 8.51 PIPE NO. 5: 192 LF - 24"CP @ 9.98% OUTLET: 246.83 INLET: 266.00 INTYP: 5 JUNC NO. 5: OVERFLOW-EL: 271. 66 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.72 266.72 * 0.012 0.61 0.27 0.73 0.73 0.61 ***** 0.72 6.00 1.08 267.08 * 0.012 0.87 0.38 1.09 1.09 0.87 ***** 1.08 9.00 1.36 267.36 * 0.012 1.08 0.47 1.37 1.37 1.08 ***** 1.36 12.00 1. 60 267.60 * 0.012 1.25 0.54 1.61 1. 61 1.25 ***** 1.60 15.00 1.81 267.81 * 0.012 1.40 0. 60 1.82 1.82 1.40 ***** 1.81 18.00 2.05 268.05 * 0.012 1.53 0. 66 2.06 2.06 1.53 ***** 2.05 21.00 2.34 268.34 * 0.012 1.65 0.72 2.35 2.35 1.65 ***** 2.34 24 .00 2. 67 268 . 67 * 0. 012 1.74 0.77 2.69 2. 69 1.74 ***** 2. 67 27.00 3.05 269.05 * 0.012 1.81 0.82 3.07 3.07 1.81 ***** 3.05 30.00 3.48 269.48 * 0.012 1.87 0.87 3.49 3.49 1.87 ***** 3.48 33.00 3. 95 269.95 * 0.012 1.91 0. 92 3.96 3. 96 1.91 ***** 3. 95 36.00 4.47 270.47 * 0.012 1.93 0.96 4 .48 4 .48 1.93 ***** 4.47 39.00 5.03 271.03 * 0.012 1.95 1.01 5.04 5.04 1. 95 ***** 5.03 42.00 5. 63 271.63 * 0.012 1.97 1.05 5.64 5. 64 1.97 ***** 5.63 **************** OVERFLOW ENCOUNTERED AT 45.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 45.00 6.28 272.28 * 0.012 1.97 1.10 6.29 6.29 1.97 ***** 6.28 48.00 6. 97 272.97 * 0.012 1.98 1.14 6. 99 6. 99 1.98 ***** 6.97 51.00 7.71 273.71 * 0.012 1.99 1.19 7.73 7.73 1.99 ***** 7.71 54.00 8.50 274.50 * 0.012 1.99 1.23 8.51 8.51 1.99 ***** 8.50 PIPE NO. 6: 53 LF - 24"CP @ 2.11% OUTLET: 266.00 INLET: 267.12 INTYP: 5 JUNC NO. 6: OVERFLOW-EL: 274 .31 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 267.92 * 0.012 0.61 0.40 0.72 0.72 0.61 ***** 0.80 6.00 1.15 268.27 * 0.012 0.87 0.56 1.08 1.08 0.87 ***** 1.15 9.00 1.43 268.55 * 0.012 1.08 0. 69 1.36 1.36 1.08 ***** 1.43 12.00 1. 67 268.79 * 0.012 1.25 0.80 1.60 1.60 1.25 ***** 1. 67 15.00 1.89 269.01 * 0.012 1.40 0.91 1.81 1.81 1.40 ***** 1.89 18.00 2.13 269.25 * 0.012 1.53 1.01 2.05 2.05 1.53 ***** 2.13 21.00 2. 42 269.54 * 0.012 1.65 1.11 2.34 2.34 1.65 ***** 2.42 24 .00 2.75 269.87 * 0.012 1.74 1.21 2. 67 2. 67 1.74 ***** 2.75 27.00 3. 18 270.30 * 0.012 1.81 1.31 3.05 3.05 2.58 3.18 3.13 30.00 3.89 271.01 * 0.012 1.87 1.41 3.48 3.48 3.15 3.89 3.56 33.00 4. 68 271.80 * 0.012 1.91 1.53 3.95 3.95 3.79 4.68 4.03 36.00 5.55 272.67 * 0.012 1.93 1. 66 4.47 4.47 4.49 5.55 4.54 39.00 6.49 273.61 * 0.012 1.95 2.00 5.03 5.03 5.25 6.49 5.10 **************** OVERFLOW ENCOUNTERED AT 42.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 42.00 7.51 274.63 * 0.012 1.97 2.00 5. 63 5.63 6.07 7.51 5.71 45.00 8.61 275.73 * 0.012 1.97 2.00 6.28 6.28 6.95 8.61 6.36 48.00 9.77 276.89 * 0.012 1.98 2.00 6.97 6. 97 7.89 9.77 7.05 51.00 11.02 278.14 * 0.012 1.99 2.00 7.71 7.71 8.89 11.02 7.79 54.00 12.34 279.46 * 0.012 1.99 2.00 8.50 8.50 9.95 12.34 8.58 PIPE NO. 7: 187 LF - 24"CP @ 2.07% OUTLET: 267. 12 INLET: 271.00 INTYP: 5 JUNC NO. 7: OVERFLOW-EL: 279.31 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 271.80 * 0.012 0. 61 0.40 0.80 0.80 0. 61 ***** 0.80 6.00 1. 15 272.15 * 0.012 0.87 0.56 1. 15 1. 15 0.87 ***** 1.15 9.00 1.44 272.44 * 0.012 1.08 0. 69 1. 43 1.43 1.08 ***** 1.44 12.00 1.67 272. 67 * 0.012 1.25 0.81 1. 67 1. 67 1.25 ***** 1. 67 15.00 1.89 272.89 * 0.012 1.40 0. 92 1.89 1.89 1.40 ***** 1.89 18 .00 2.13 273.13 * 0.012 1.53 1.02 2. 13 2. 13 1.53 ***** 2.13 21.00 2.42 273.42 * 0.012 1. 65 1. 12 2.42 2.42 1. 65 ***** 2.42 ,24 .00 2.75 273.75 * 0.012 1.74 1.21 2.75 2.75 1.74 ***** 2.75 27.00 3. 13 274 . 13 * 0.012 1.81 1.32 3.18 3.18 1.81 ***** 3. 13 30.00 3.56 274 .56 * 0.012 1.87 1.42 3.89 3.89 2.82 3.56 3.56 33.00 5.09 276.09 * 0.012 1. 91 1.54 4 . 68 4 . 68 4 . 19 5.09 4 .03 36.00 6,.77 277.77 * 0.012 1. 93 1. 68 5.55 5.55 5.71 6.77 4 .54 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 8.60 279. 60 * 0.012 1. 95 2.00 6.49 6.49 7 .35 8. 60 5.10 42.00 10.57 281.57 * 0.012 1. 97 2.00 7.51 7 .51 9.12 10.57 5.71 45.00 12. 69 283. 69 * 0.012 1. 97 2.00 8. 61 8. 61 11.03 12. 69 6.36 48.00 14 . 96 285. 96 * 0.012 1. 98 2.00 9.77 9.77 13.07 14 .96 7.05 51.00 17.37 288.37 * 0.012 1.99 2.00 11.02 11.02 15.24 17.37 7.79 54 .00 19. 93 290. 93 * 0.012 1. 99 2.00 12.34 12.34 17 .54 19. 93 8.58 PIPE NO. 8: 59 LF - 24"CP @ 2. 63% OUTLET: 271.00 INLET: 272.55 INTYP: 5 JUNC NO. 8: OVERFLOW-EL: 280.25 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 273.34 * 0.012 0. 61 0.38 0.80 0.80 0.61 ***** 0.79 6.00 1. 15 273.70 * 0.012 0.87 0.53 1.15 1.15 0.87 ***** 1.15 9.00 1.43 273. 98 * 0.012 1.08 0. 65 1.44 1.44 1.08 ***** 1.43 12.00 1.67 274 .22 * 0.012 1.25 0.76 1. 67 1. 67 1.25 ***** 1. 67 15.00 1.88 274 .43 * 0.012 1.40 0.86 1.89 1.89 1.40 ***** 1.88 18.00 2. 12 274. 67 * 0.012 1.53 0.95 2. 13 2.13 1.53 ***** 2.12 21.00 2.41 274. 96 * 0.012 1. 65 1.04 2. 42 2.42 1. 65 ***** 2.41 24 .00 2.75 275.30 * 0.012 1.74 1.13 2.75 2.75 1.74 ***** 2.75 27.00 3. 13 275. 68 * 0.012 1.81 1.21 3.13 3.13 1.81 ***** 3. 13 30.00 3.64 276. 19 * 0.012 1.87 1.30 3.56 3.56 2.90 3. 64 3.55 33.00 5.50 278.05 * 0.012 1.91 1.40 5.09 5.09 4 . 61 5.50 4 .02 36.00 7.55 280. 10 * 0.012 1.93 1.50 6.77 6.77 6.49 7.55 4 .54 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 9.79 282.34 * 0.012 1. 95 1. 61 8. 60 8.60 8.54 9.79 5. 10 42.00 12.20 284 .75 * 0.012 1. 97 1.77 10.57 10.57 10.75 12.20 5.70 45.00 14 .79 287.34 * 0.012 1. 97 2.00 12. 69 12. 69 13. 13 14 .79 6.35 48.00 17.56 290. 11 * 0.012 1. 98 2.00 14 .96 14 . 96 15. 67 17.56 7.05 51.00 20.50 293.05 * 0.012 1. 99 2.00 17.37 17 .37 18.37 20.50 7.79 54 .00 23. 63 296. 18 * 0.012 1.99 2.00 19. 93 19. 93 21.24 23. 63 8.57 PIPE NO. 9: 223 LF - 2411CP @ 3. 12% OUTLET: 272.55 INLET: 279.50 INTYP: 5 JUNC NO. 9: OVERFLOW-EL: 286. 92 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 280.29 * 0.012 0.61 0.36 0.79 0.79 0.61 ***** 0.79 6.00 1.14 280.64 * 0.012 0.87 0.51 1.15 1.15 0.87 ***** 1.14 9.00 1.42 280.92 * 0.012 1.08 0. 62 1.43 1.43 1.08 ***** 1.42 12.00 1.66 281.16 * 0.012 1.25 0.73 1.67 1.67 1.25 ***** 1.66 15.00 1.88 281.38 * 0.012 1.40 0.82 1.88 1.88 1.40 ***** 1.88 18.00 2.12 281.62 * 0.012 1.53 0.90 2.12 2.12 1.53 ***** 2.12 21.00 2.41 281.91 * 0.012 1.65 0.99 2.41 2.41 1.65 ***** 2.41 24 .00 2.74 282.24 * 0.012 1.74 1.07 2.75 2.75 1.74 ***** 2.74 27.00 3. 12 282. 62 * 0.012 1.81 1. 15 3.13 3. 13 1.81 ***** 3.12 30.00 3.55 283.05 * 0.012 1.87 1.23 3.64 3.64 1.87 ***** 3.55 33.00 4.02 283.52 * 0.012 1.91 1.31 5.50 5.50 2.60 3.49 4.02 36.00 6.48 285.98 * 0.012 1.93 1.40 7.55 7.55 5.41 6.48 4.53 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 9.73 289.23 * 0.012 1.95 1.49 9.79 9.79 8.48 9.73 5.09 42.00 13.24 292.74 * 0.012 1.97 1.59 12.20 12.20 11.80 13.24 5.70 45.00 17.02 296.52 * 0.012 1.97 1.73 14.79 14.79 15.36 17.02 6.35 48.00 21.05 300.55 * 0.012 1.98 2.00 17.56 17.56 19.16 21.05 7.04 51.00 25.34 304 .84 * 0.012 1.99 2.00 20.50 20.50 23.21 25.34 7.78 54.00 29. 90 309.40 * 0.012 1.99 2.00 23.63 23.63 27.51 29.90 8.57 PIPE NO.10: 25 LF - 24"CP @ 3.88% OUTLET: 279.50 INLET: 280.47 INTYP: 5 JUNC NO.10: OVERFLOW-EL: 287.42 BEND: 25 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 281.25 * 0.012 0.61 0.34 0.79 0.79 0.61 ***** 0.78 6.00 1.14 281.61 * 0.012 0.87 0.48 1.14 1.14 0.87 ***** 1.14 9.00 1.43 281. 90 * 0.012 1.08 0.59 1.42 1.42 1.08 ***** 1.43 12.00 1.69 282.16 * 0.012 1.25 0.68 1.66 1.66 1.25 ***** 1. 69 15.00 1.92 282.39 * 0.012 1.40 0.77 1.88 1.88 1.40 ***** 1. 92 18.00 2.18 282.65 * 0.012 1.53 0.85 2.12 2.12 1.53 ***** 2.18 21.00 2.50 282.97 * 0.012 1.65 0.93 2.41 2.41 1. 65 ***** 2.50 24 .00 2.86 283.33 * 0.012 1.74 1.00 2.74 2.74 2.01 2. 61 2.86 27.00 3.28 283.75 * 0.012 1.81 1.07 3.12 3.12 2.46 3.21 3.28 30.00 3.89 284.36 * 0.012 1.87 1.15 3.55 3.55 2.95 3.89 3.74 33.00 4 .63 285.10 * 0.012 1.91 1.22 4.02 4 .02 3.50 4.63 4.25 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 7.39 287.86 * 0.012 1.93 1.29 6.48 6.48 6.05 7.39 4.81 39.00 10.97 291.44 * 0.012 1.95 1.37 9.73 9.73 9.39 10. 97 5.42 42.00 14 .84 295.31 * 0.012 1.97 1.45 13.24 13.24 13.01 14.84 6.08 45.00 18.99 299.46 * 0.012 1.97 1.53 17.02 17.02 16.89 18. 99 6.79 48.00 23.43 303.90 * 0.012 1.98 1.63 21.05 21.05 21.04 23.43 7.54 51.00 28. 16 308.63 * 0.012 1.99 1.77 25.34 25.34 25.46 28.16 8.35 54 .00 33.17 313.64 * 0.012 1.99 2.00 29.90 29. 90 30.14 33.17 9.20 PIPE NO.11: 30 LF - 24"CP @ 0.50% OUTLET: 280.47 INLET: 280.62 INTYP: 5 JUNC NO.11: OVERFLOW-EL: 288.62 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* r 3.00 0.82 281.44 * 0.012 0. 61 0.57 0.78 0.78 0.61 ***** 0.82 6.00 1.30 281.92 * 0.012 0.87 0.82 1.14 1.14 0.98 1.30 1.19 9.00 1.63 282.25 * 0.012 1.08 1.03 1.43 1.43 1.30 1.63 1.50 12.00 1.92 282.54 * 0.012 1.25 1.23 1.69 1.69 1.58 1.92 1.77 15.00 2.21 282.83 * 0.012 1. 40 1.44 1.92 1.92 1.86 2.21 2.04 18.00 2.65 283.27 * 0.012 1.53 1.72 2.18 2.18 2.19 2.65 2.33 21.00 3.18 283.80 * 0.012 1.65 2.00 2.50 2.50 2.57 3.18 2. 69 24 .00 3.81 284 .43 * 0.012 1.74 2.00 2.86 2.86 3.00 3.81 3.10 27.00 4 .51 285. 13 * 0.012 1.81 2.00 3.28 3.28 3.49 4 .51 3.57 30.00 5.45 286.07 * 0.012 1.87 2.00 3.89 3.89 4.19 5.45 4.10 33.00 6.56 287.18 * 0.012 1. 91 2.00 4.63 4.63 5.03 6.56 4.68 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 9.71 290.33 * 0.012 1. 93 2.00 7.39 7.39 7.89 9.71 5.32 39.00 13.72 294.34 * 0.012 1. 95 2.00 10.97 10. 97 11.58 13.72 6.01 42.00 18.05 298.67 * 0.012 1.97 2.00 14.84 14.84 15.57 18.05 6.75 45.00 22.69 303.31 * 0.012 1. 97 2.00 18.99 18.99 19.86 22.69 7.56 48.00 27.66 308.28 * 0.012 1.98 2.00 23.43 23.43 24.43 27.66 8.41 51.00 32.96 313.58 * 0.012 1.99 2.00 28.16 28.16 29.31 32.96 9.32 54.00 38.57 319.19 * 0.012 1.99 2.00 33.17 33.17 34.48 38.57 10.29 PIPE NO.12: 40 LF - 24"CP @ 0.50% OUTLET: 280.62 INLET: 280.82 INTYP: 5 JUNC NO.12: OVERFLOW-EL: 290.00 BEND: 20 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 281.63 * 0.012 0. 61 0.57 0.82 0.82 0.61 ***** 0.81 6.00 1.32 282.14 * 0.012 0.87 0.82 1.30 1.30 1.10 1.32 1.18 9.00 1.65 282.47 * 0.012 1.08 1.03 1.63 1.63 1.45 1.65 1.46 12.00 1.96 282.78 * 0.012 1.25 1.23 1.92 1.92 1.78 1.96 1.71 15.00 2.38 283.20 * 0.012 1.40 1.44 2.21 2.21 2.16 2.38 1.94 18.00 2.97 283.79 * 0.012 1.53 1.72 2.65 2.65 2.66 2.97 2.19 21.00 3.70 284.52 * 0.012 1.65 2.00 3.18 3.18 3.28 3.70 2.50 24.00 4 .54 285.36 * 0.012 1.74 2.00 3.81 3.81 3.99 4 .54 2.85 27.00 5.50 286.32 * 0.012 1.81 2.00 4 .51 4.51 4 .80 5.50 3.25 30.00 6.71 287.53 * 0.012 1.87 2.00 5.45 5.45 5.85 6.71 3.70 33.00 8.13 288.95 * 0.012 1.91 2.00 6.56 6.56 7.08 8.13 4.20 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 11.62 292.44 * 0.012 1. 93 2.00 9.71 9.71 10.37 11.62 4 .74 39.00 15.99 296.81 * 0.012 1. 95 2.00 13.72 13.72 14.53 15.99 5.34 42.00 20.72 301.54 * 0.012 1. 97 2.00 18.05 18.05 19.02 20.72 5.98 45.00 25.79 306.61 * 0.012 1. 97 2.00 22.69 22.69 23.84 25.79 6.66 48.00 31.21 312.03 * 0.012 1. 98 2.00 27.66 27.66 29.00 31.21 7.40 51.00 36.99 317.81 * 0.012 1. 99 2.00 32.96 32.96 34 .49 36.99 8.18 54.00 43.11 323.93 * 0.012 1. 99 2.00 38.57 38.57 40.31 43.11 9.01 PIPE NO.13: 24 LF - 24"CP @ 8.88% OUTLET: 280.82 INLET: 282.95 INTYP: 5 JUNC NO.13: OVERFLOW-EL: 289.98 BEND: 25 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 283. 68 * 0.012 0.61 0.28 0.81 0.81 0.61 ***** 0.73 6.00 1.09 284.04 * 0.012 0.87 0.39 1.32 1.32 0.87 ***** 1.09 9.00 1.38 284.33 * 0.012 1.08 0.48 1.65 1.65 1.08 ***** 1.38 12.00 1. 64 284 .59 * 0.012 1.25 0.55 1. 96 1. 96 1.25 ***** 1. 64 15.00 1.87 284 .82 * 0.012 1.40 0. 62 2.38 2.38 1.40 ***** 1.87 18.00 2.13 285.08 * 0.012 1.53 0. 68 2. 97 2. 97 1.53 ***** 2.13 21.00 2.45 285.40 * 0.012 1.65 0.74 3.70 3.70 1.65 ***** 2.45 24 .00 3.24 286. 19 * 0.012 1.74 0.79 4 .54 4 .54 2. 64 3.24 2.81 27.00 4 .42 287.37 * 0.012 1.81 0.85 5.50 5.50 3. 66 4 .42 3.23 30.00 5.88 288.83 * 0.012 1.87 0. 90 6.71 6.71 4 . 94 5.88 3. 69 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 7 .56 290.51 * 0.012 1.91 0. 95 8. 13 8.13 6.43 7.56 4.20 36.00 11.35 294 .30 * 0.012 1. 93 1.00 11. 62 11. 62 10.00 11.35 4 .76 39.00 16.05 299.00 * 0.012 1. 95 1.05 15. 99 15. 99 14 .47 16.05 5.37 42.00 21.12 304 .07 * 0.012 1.97 1.09 20.72 20.72 19.29 21. 12 6.03 45.00 26.57 309.52 * 0.012 1. 97 1.14 25.79 25.79 24 .47 26.57 6.74 48.00 32.40 315.35 * 0.012 1. 98 1. 19 31.21 31.21 30.00 32.40 7.49 51 .00 38. 60 321.55 * 0.012 1. 99 1.24 36. 99 36. 99 35. 90 38. 60 8.30 54 .00 45.18 328. 13 * 0.012 1.99 1.28 43. 11 43.11 42. 15 45.18 9. 15 PIPE NO.14 : 253 LF - 24"CP @ 1.05% OUTLET: 282. 95 INLET: 285. 60 INTYP: 5 JUNC NO. 14 : OVERFLOW-EL: 293.50 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 286.41 * 0.012 0. 61 0.47 0.73 0.73 0. 61 ***** 0.81 6.00 1. 17 286.77 * 0.012 0.87 0. 67 1.09 1.09 0.87 ***** 1.17 9.00 1.45 287.05 * 0.012 1.08 0.83 1.38 1.38 1.08 ***** 1.45 12.00 1. 68 287.28 * 0.012 1.25 0. 98 1. 64 1. 64 1.25 ***** 1. 68 15.00 1. 90 287.50 * 0.012 1.40 1. 12 1.87 1.87 1.40 ***** 1. 90 18 .00 2. 14 287.74 * 0.012 1.53 1.26 2. 13 2. 13 1.53 ***** 2. 14 21.00 2.43 288.03 * 0.012 1.65 1.41 2.45 2.45 1. 65 ***** 2.43 24 .00 3.49 289.09 * 0.012 1.74 1.57 3.24 3.24 3.02 3.49 2.76 27.00 5.44 291.04 * 0.012 1.81 2.00 4 .42 4 . 42 4 .84 5.44 3.14 30.00 7 .76 293.36 * 0.012 1.87 2.00 5.88 5.88 7.02 7.76 3.57 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 10.39 295. 99 * 0.012 1.91 2.00 7.56 7.56 9.50 10.39 4.04 36.00 15.22 300.82 * 0.012 1.93 2.00 11.35 11.35 14 .16 15.22 4.56 39.00 21.05 306. 65 * 0.012 1.95 2.00 16.05 16.05 19.81 21.05 5.12 42.00 27.35 312. 95 * 0.012 1.97 2.00 21. 12 21. 12 25. 91 27.35 5.72 45.00 34 .11 319.71 * 0.012 1. 97 2.00 26.57 26.57 32.45 34.11 6.37 48.00 41.34 326. 94 * 0.012 1. 98 2.00 32. 40 32.40 39.46 41.34 7.06 51.00 49.04 334 . 64 * 0.012 1.99 2.00 38. 60 38. 60 46. 91 49.04 7.80 54 .00 57.20 342.80 * 0.012 1. 99 2.00 45.18 45. 18 54 .81 57.20 8.59 PIPE NO. 15: 41 LF - 24"CP @ 1.02% OUTLET: 285. 60 INLET: 286.02 INTYP: 5 JUNC NO. 15: OVERFLOW-EL: 293.78 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 286.83 * 0.012 0.61 0.47 0.81 0.81 0. 61 ***** 0.81 6.00 1. 17 287. 19 * 0.012 0.87 0. 67 1. 17 1. 17 0.87 ***** 1.17 9.00 1.45 287.47 * 0.012 1.08 0.84 1.45 1.45 1.08 ***** 1.45 12.00 1. 69 287.71 * 0.012 1.25 0. 99 1. 68 1. 68 1.25 ***** 1. 69 15.00 1. 90 287. 92 * 0.012 1.40 1. 13 1. 90 1 . 90 1.40 ***** 1. 90 18 .00 2.20 288.22 * 0.012 1.53 1.27 2. 14 2.14 1. 91 2.20 2.14 21.00 2. 67 288.69 * 0.012 1. 65 1. 42 2. 43 2.43 2.31 2. 67 2.43 24 .00 3. 94 289.96 * 0.012 1.74 1.59 3.49 3.49 3.47 3. 94 2.76 27.00 6.11 292.13 * 0.012 1.81 2.00 5.44 5.44 5.51 6.11 3.14 **************** OVERFLOW ENCOUNTERED AT 30.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 30.00 8.69 294.71 * 0.012 1.87 2.00 7.76 7.76 7.95 8.69 3.57 33.00 11.61 297.63 * 0.012 1.91 2.00 10.39 10.39 10.72 11.61 4.04 36.00 16.75 302.77 * 0.012 1.93 2.00 15.22 15.22 15.69 16.75 4 .56 39.00 22.92 308. 94 * 0.012 1. 95 2.00 21.05 21.05 21.67 22.92 5.12 42.00 29.58 315.60 * 0.012 1.97 2.00 27.35 27.35 28.13 29.58 5.72 45.00 36.73 322.75 * 0.012 1.97 2.00 34.11 34.11 35.08 36.73 6.37 48.00 44.38 330.40 * 0.012 1.98 2.00 41.34 41.34 42.50 44.38 7.06 51.00 52.53 338.55 * 0.012 1.99 2.00 49.04 49.04 50.39 52.53 7.80 54.00 61.16 347.18 * 0.012 1.99 2.00 57.20 57.20 58.77 61.16 8.59 PIPE NO.16: 255 LF - 24"CP @ 1.00% OUTLET: 286.02 INLET: 288.57 INTYP: 5 JUNC NO.16: OVERFLOW-EL: 295.22 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 289.38 * 0.012 0.61 0.48 0.81 0.81 0.61 ***** 0.81 6.00 1.17 289.74 * 0.012 0.87 0.68 1.17 1.17 0.87 ***** 1.17 9.00 1.45 290.02 * 0.012 1.08 0.84 1.45 1.45 1.08 ***** 1.45 12.00 1.69 290.26 * 0.012 1.25 0.99 1.69 1. 69 1.25 ***** 1.69 15.00 1.90 290.47 * 0.012 1.40 1.14 1. 90 1.90 1.40 ***** 1.90 18.00 2.14 290.71 * 0.012 1.53 1.28 2.20 2.20 1.53 ***** 2.14 21.00 2.43 291.00 * 0.012 1.65 1.43 2.67 2.67 1.81 2.28 2.43 24.00 4 .31 292.88 * 0.012 1.74 1.61 3. 94 3.94 3.84 4.31 2.76 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 7.25 295.82 * 0.012 1.81 2.00 6.11 6.11 6. 66 7.25 3.14 30.00 10.70 299.27 * 0.012 1.87 2.00 8.69 8.69 9.96 10.70 3.57 33.00 14.58 303.15 * 0.012 1.91 2.00 11.61 11.61 13.68 14.58 4.04 36.00 20.76 309.33 * 0.012 1.93 2.00 16.75 16.75 19.70 20.76 4.56 39.00 28.07 316.64 * 0.012 1.95 2.00 22.92 22.92 26.83 28.07 5.12 42.00 35.96 324.53 * 0.012 1.97 2.00 29.58 29.58 34.52 35.96 5.72 45.00 44.44 333.01 * 0.012 1.97 2.00 36.73 36.73 42.78 44.44 6.37 48.00 53.50 342.07 * 0.012 1.98 2.00 44.38 44.38 51.62 53.50 7.06 51.00 63.15 351.72 * 0.012 1.99 2.00 52.53 52.53 61.02 63.15 7.80 54.00 73.38 361.95 * 0.012 1.99 2.00 61.16 61.16 70.99 73.38 8.59 PIPE NO.17: 67 LF - 24"CP @ 1.99% OUTLET: 288.57 INLET: 289. 90 INTYP: 5 JUNC NO.17: OVERFLOW-EL: 295.67 BEND: 25 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 290.70 * 0.012 0. 61 0.40 0.81 0.81 0.61 ***** 0.80 6.00 1.16 291.06 * 0.012 0.87 0.57 1.17 1.17 0.87 ***** 1.16 9.00 1.45 291.35 * 0.012 1.08 0.70 1.45 1.45 1.08 ***** 1.45 12.00 1.71 291. 61 * 0.012 1.25 0.82 1.69 1.69 1.25 ***** 1.71 15.00 1.94 291.84 * 0.012 1.40 0.93 1. 90 1.90 1.40 ***** 1.94 18.00 2.20 292.10 * 0.012 1.53 1.03 2.14 2.14 1.53 ***** 2.20 21.00 2.51 292.41 * 0.012 1.65 1.13 2.43 2.43 1.65 ***** 2.51 24.00 4 .23 294.13 * 0.012 1.74 1.23 4 .31 4.31 3. 63 4.23 2.88 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 7.49 297.39 * 0.012 1.81 1.34 7.25 7.25 6.74 7.49 3.30 30.00 11.31 301.21 * 0.012 1.87 1.45 10.70 10.70 10.37 11.31 3.76 33.00 15.59 305.49 * 0.012 1.91 1.57 14.58 14.58 14 .46 15.59 4.27 36.00 22.23 312.13 * 0.012 1.93 1.73 20.76 20.76 20.88 22.23 4.83 39.00 30.02 319.92 * 0.012 1.95 2.00 28.07 28.07 28.44 30.02 5.44 42.00 38.44 328.34 * 0.012 1.97 2.00 35.96 35. 96 36.60 38.44 6.10 45.00 47.48 337.38 * 0.012 1.97 2.00 44.44 44.44 45.37 47.48 6.81 48.00 57.14 347.04 * 0.012 1.98 2.00 53.50 53.50 54.74 57.14 7.56 51.00 67.43 357.33 * 0.012 1.99 2.00 63.15 63.15 64 .72 67.43 8.37 54.00 78.34 368.24 * 0.012 1.99 2.00 73.38 73.38 75.30 78.34 9.22 PIPE NO.18: 35 LF - 24"CP @ 1.71% OUTLET: 289.90 INLET: 290.50 INTYP: 5 JUNC NO.18: OVERFLOW-EL: 296.00 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 291.30 * 0.012 0.61 0.42 0.80 0.80 0.61 ***** 0.80 6.00 1.16 291. 66 * 0.012 0.87 0.59 1.16 1.16 0.87 ***** 1.16 9.00 1.44 291.94 * 0.012 1.08 0.73 1.45 1.45 1.08 ***** 1.44 12.00 1.68 292.18 * 0.012 1.25 0.85 1.71 1.71 1.25 ***** 1.68 15.00 1.89 292.39 * 0.012 1.40 0.97 1.94 1. 94 1.40 ***** 1.89 18.00 2.13 292. 63 * 0.012 1.53 1.08 2.20 2.20 1.53 ***** 2.13 21.00 2.54 293. 04 * 0.012 1. 65 1. 18 2.51 2.51 2.18 2.54 2.42 24.00 4.44 294 .94 * 0.012 1.74 1.29 4.23 4.23 3.96 4.44 2.76 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 7.92 298.42 * 0.012 1.81 1.41 7.49 7.49 7.32 7.92 3.14 30.00 11.97 302.47 * 0.012 1.87 1.54 11.31 11.31 11.23 11.97 3.56 33.00 16.52 307.02 * 0.012 1.91 1.70 15.59 15.59 15.63 16.52 4.03 36.00 23.44 313.94 * 0.012 1.93 2.00 22.23 22.23 22.38 23.44 4.55 39.00 31.55 322.05 * 0.012 1.95 2.00 30.02 30.02 30.31 31.55 5.11 42.00 40.31 330.81 * 0.012 1.97 2.00 38.44 38.44 38.86 40.31 5.71 45.00 49.71 340.21 * 0.012 1.97 2.00 47.48 47.48 48.06 49.71 6.36 48.00 59.77 350.27 * 0.012 1.98 2.00 57.14 57.14 57.88 59.77 7.06 51.00 70.47 360.97 * 0.012 1.99 2.00 67.43 67.43 68.34 70.47 7.80 54.00 81.82 372.32 * 0.012 1.99 2.00 78.34 78.34 79.43 81.82 8.58 PIPE NO.19: 118 LF - 24"CP @ 1.69% OUTLET: 290.50 INLET: 292.50 INTYP: 5 JUNC NO.19: OVERFLOW-EL: 297.77 BEND: 10 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 293.30 * 0.012 0.61 0.42 0.80 0.80 0. 61 ***** 0.80 6.00 1.16 293.66 * 0.012 0.87 0.59 1.16 1.16 0.87 ***** 1.16 9.00 1.44 293.94 * 0.012 1.08 0.73 1.44 1.44 1.08 ***** 1.44 12.00 1.69 294.19 * 0.012 1.25 0.85 1.68 1.68 1.25 ***** 1.69 15.00 1.90 294.40 * 0.012 1.40 0. 97 1.89 1.89 1.40 ***** 1.90 18.00 2.14 294. 64 * 0.012 1.53 1.08 2.13 2. 13 1.53 ***** 2.14 21.00 2.44 294 . 94 * 0.012 1.65 1.19 2.54 2. 54 1. 65 ***** 2.44 24.00 4 .07 296.57 * 0.012 1.74 1.30 4 .44 4.44 3.57 4.07 2.78 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 7.98 300.48 * 0.012 1.81 1.42 7.92 7.92 7.35 7.98 3.17 30.00 12.52 305.02 * 0.012 1.87 1.55 11.97 11.97 11.74 12.52 3.61 33.00 17.60 310.10 * 0.012 1. 91 1.71 16.52 16.52 16. 66 17. 60 4 .08 36.00 25.11 317.61 * 0.012 1. 93 2.00 23.44 23.44 23. 99 25. 11 4 .61 39.00 33.86 326.36 * 0.012 1. 95 2.00 31.55 31.55 32.54 33.86 5.18 42.00 43.30 335.80 * 0.012 1. 97 2.00 40.31 40.31 41.77 43.30 5.80 45.00 53.45 345. 95 * 0.012 1. 97 2.00 49.71 49.71 51. 69 53.45 6.46 48.00 64 .29 356.79 * 0.012 1 . 98 2.00 59.77 59.77 62.30 64 .29 7.17 51.00 75.84 368.34 * 0.012 1 . 99 2.00 70.47 70.47 73.58 75.84 7.92 54.00 88.08 380.58 * 0.012 1 . 99 2.00 81.82 81.82 85.55 88.08 8.72 PIPE NO.20: 186 LF - 24"CP @ 1.08% OUTLET: 292.50 INLET: 294 .50 INTYP: 5 JUNC NO.20: OVERFLOW-EL: 302.20 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 295.31 * 0.012 0. 61 0.47 0.80 0.80 0. 61 ***** 0.81 6.00 1. 16 295.66 * 0.012 0.87 0.67 1. 16 1.16 0.87 ***** 1.16 9.00 1.45 295. 95 * 0.012 1.08 0.83 1.44 1.44 1.08 ***** 1.45 12.00 1. 68 296.18 * 0.012 1.25 0.97 1. 69 1.69 1.25 ***** 1. 68 15.00 1. 90 296.40 * 0.012 1. 40 1.11 1.90 1. 90 1.40 ***** 1. 90 18.00 2. 14 296.64 * 0.012 1.53 1.25 2.14 2.14 1.53 ***** 2. 14 21.00 2.43 296.93 * 0.012 1.65 1.39 2.44 2.44 1.65 ***** 2.43 24 .00 4.33 298.83 * 0.012 1.74 1.55 4 .07 4 .07 3.86 4 .33 2.76 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 8.84 303.34 * 0.012 1.81 1.79 7. 98 7. 98 8.24 8.84 3.14 30.00 14 .04 308.54 * 0.012 1 .87 2.00 12.52 12.52 13.31 14.04 3.57 33.00 19.87 314.37 * 0.012 1 . 91 2.00 17 . 60 17. 60 18. 98 19.87 4 .04 36.00 28.19 322. 69 * 0.012 1. 93 2.00 25.11 25.11 27.13 28. 19 4 .55 39.00 37.81 332.31 * 0.012 1. 95 2.00 33.86 33.86 36.57 37.81 5. 11 42.00 48.21 342.71 * 0.012 1. 97 2.00 43.30 43.30 46.77 48.21 5.72 45.00 59.38 353.88 * 0.012 1. 97 2.00 53.45 53.45 57.72 59.38 6.37 48.00 71.31 365.81 * 0.012 1. 98 2.00 64 .29 64 .29 69. 43 71.31 7.06 51.00 84 .02 378.52 * 0.012 1. 99 2.00 75.84 75.84 81.89 84 .02 7.80 54 .00 97.50 392.00 * 0.012 1. 99 2.00 88.08 88.08 95.11 97.50 8.59 PIPE NO.21: 30 LF - 24"CP @ 4 .17% OUTLET: 294 .50 INLET: 295.75 INTYP: 5 JUNC NO.21: OVERFLOW-EL: 302.58 BEND: 45 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 296.53 * 0.012 0. 61 0.34 0.81 0.81 0.61 ***** 0.78 6.00 1.15 296. 90 * 0.012 0.87 0.47 1.16 1.16 0.87 ***** 1.15 9.00 1.46 297.21 * 0.012 1.08 0.58 1.45 1.45 1.08 ***** 1.46 12.00 1.74 297.49 * 0.012 1.25 0. 67 1. 68 1. 68 1.25 ***** 1.74 15.00 2.00 297.75 * 0.012 1.40 0.76 1. 90 1. 90 1. 40 ***** 2.00 18.00 2.29 298.04 * 0.012 1.53 0.83 2.14 2.14 1.53 ***** 2.29 21.00 2. 65 298.40 * 0.012 1. 65 0.91 2.43 2.43 1.65 ***** 2. 65 24.00 3.07 298.82 * 0.012 1.74 0. 98 4 .33 4 .33 1.74 ***** 3.07 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 8. 97 304 .72 * 0.012 1.81 1.05 8.84 8.84 7. 95 8. 97 3.54 30.00 14 .50 310.25 * 0.012 1.87 1.12 14.04 14 .04 13.24 14 .50 4 .06 33.00 20. 69 316.44 * 0.012 1. 91 1.19 19.87 19.87 19. 16 20.69 4 .64 36.00 29.40 325.15 * 0.012 1. 93 1.26 28.19 28.19 27.59 29.40 5.28 39.00 39.46 335.21 * 0.012 1 . 95 1.33 37 .81 37.81 37 .32 39.46 5.97 42.00 50.32 346.07 * 0.012 1.97 1.41 48.21 48 .21 47.84 50.32 6.72 45.00 61.98 357.73 * 0. 012 1.97 1.49 59. 38 59.38 59. 14 61. 98 7.52 48.00 74 .45 370.20 * 0. 012 1.98 1.58 71.31 71.31 71.22 74 .45 8.38 51.00 87.72 383.47 * 0.012 1.99 1. 68 84 .02 84 .02 84 .07 87.72 9.29 54 .00 101.79 397 .54 * 0.012 1.99 2.00 97 .50 97 .50 97.71 ***** 10.26 PIPE NO.22: 24 LF - 24"CP @ 3.04% OUTLET: 295.75 INLET: 296.48 INTYP: 5 JUNC NO.22: OVERFLOW-EL: 303.17 BEND: 45 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 297.27 * 0.012 0. 61 0.36 0.78 0.78 0. 61 ***** 0.79 6.00 1.17 297. 65 * 0.012 0.87 0.51 1. 15 1.15 0.87 ***** 1.17 9.00 1.47 297. 95 * 0.012 1.08 0. 63 1.46 1.46 1.08 ***** 1.47 12.00 1.75 298 .23 * 0.012 1.25 0.73 1.74 1.74 1.25 ***** 1.75 15.00 2.01 298 .49 * 0.012 1.40 0.82 2.00 2.00 1.40 ***** 2.01 18.00 2.30 298.78 * 0.012 1.53 0. 91 2.29 2.29 1.53 ***** 2.30 21.00 2.72 299.20 * 0.012 1.65 0. 99 2. 65 2. 65 2.10 2.72 2. 66 24 .00 3.38 299.86 * 0.012 1.74 1.08 3.07 3.07 2.57 3.38 3.08 **************** OVERFLOW ENCOUNTERED AT 27 .00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 9.56 306.04 * 0.012 1.81 1. 16 8. 97 8 . 97 8.53 9.56 3.55 30.00 15.40 311.88 * 0.012 1.87 1.24 14 .50 14 .50 14 . 13 15.40 4 .07 33.00 21. 92 318.40 * 0.012 1. 91 1.32 20. 69 20. 69 20.39 21. 92 4. 65 36.00 31.01 327.49 * 0.012 1. 93 1.41 29.40 29.40 29. 19 31.01 5.29 39.00 41.47 337. 95 * 0.012 1. 95 1.51 39.46 39. 46 39.33 41.47 5. 98 42.00 52.76 349.24 * 0.012 1. 97 1. 61 50.32 50.32 50.29 52.76 6.73 45.00 64 . 90 361.38 * 0.012 1. 97 1.76 61. 98 61. 98 62.06 64 .90 7.53 48.00 77.87 374 .35 * 0.012 1. 98 2.00 74 .45 74 .45 74 . 64 77.87 8.39 51.00 91. 67 388.15 * 0.012 1. 99 2.00 87.72 87 .72 88.03 91.67 9.30 54 .00 106.32 402.80 * 0.012 1. 99 2.00101.79101.79102.23 ***** 10.27 PIPE NO.23: 208 LF - 24"CP @ 6.50% OUTLET: 296. 48 INLET: 310.00 INTYP: 5 JUNC NO.23: OVERFLOW-EL: 315.76 BEND: 5 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.75 310.75 * 0.012 0. 61 0.30 0.79 0.79 0. 61 ***** 0.75 6.00 1.11 311.11 * 0.012 0.87 0. 42 1. 17 1. 17 0.87 ***** 1.11 9.00 1.39 311.39 * 0.012 1.08 0.52 1.47 1.47 1.08 ***** 1.39 12.00 1. 63 311. 63 * 0.012 1.25 0. 60 1.75 1.75 1.25 ***** 1. 63 15.00 1.85 311.85 * 0.012 1.40 0. 67 2.01 2. 01 1.40 ***** 1.85 18.00 2.09 312.09 * 0.012 1.53 0.74 2.30 2.30 1.53 ***** 2.09 21.00 2.38 312.38 * 0.012 1. 65 0.80 2.72 2.72 1. 65 ***** 2.38 24 .00 2.72 312.72 * 0.012 1.74 0.86 3.38 3.38 1.74 ***** 2.72 27.00 3.11 313.11 * 0.012 1.81 0. 92 9.56 9.56 1.81 ***** 3. 11 **************** OVERFLOW ENCOUNTERED AT 30.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 30.00 5.76 315.76 * 0.012 1.87 0. 98 15.40 15. 40 5.00 5.76 3.54 33.00 13.09 323.09 * 0.012 1.91 1.04 21. 92 21. 92 12.17 13.09 4 .01 36.00 23.07 333.07 * 0.012 1.93 1.09 31.01 31.01 21.98 23.07 4.53 39.00 34 .50 344 .50 * 0.012 1.95 1 . 15 41.47 41.47 33.22 34 .50 5.10 42.00 46.84 356.84 * 0.012 1. 97 1.21 52.76 52.76 45.35 46.84 5.71 45.00 60.10 370.10 * 0.012 1.97 1.26 64 . 90 64 . 90 58.39 60. 10 6.36 48.00 74 .27 384 .27 * 0. 012 1.98 1.32 77.87 77.87 72.33 74 .27 7.06 51.00 89.35 399.35 * 0.012 1.99 1.38 91.67 91.67 87.16 89.35 7.81 54 .00 105.35 415.35 * 0.012 1.99 1.44106.32106.32102.90 ***** 8. 60 PIPE NO.24: 105 LF - 24"CP @ 4 .14% OUTLET: 310.00 INLET: 314.35 INTYP: 5 JUNC NO.24: OVERFLOW-EL: 321.07 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 315.13 * 0.012 0.61 0.34 0.75 0.75 0.61 ***** 0.78 6.00 1.13 315.48 * 0.012 0.87 0.47 1.11 1.11 0.87 ***** 1.13 9.00 1.41 315.76 * 0.012 1.08 0.58 1.39 1.39 1.08 ***** 1.41 12.00 1.65 316.00 * 0.012 1.25 0.67 1.63 1.63 1.25 ***** 1.65 15.00 1.87 316.22 * 0.012 1.40 0.76 1.85 1.85 1.40 ***** 1.87 18 . 00 2. 10 316. 45 * 0.012 1.53 0.84 2.09 2 .09 1.53 ***** 2. 10 21.00 2.40 316.75 * 0.012 1. 65 0.91 2.38 2.38 1.65 ***** 2.40 24 .00 2.73 317.08 * 0.012 1.74 0.98 2.72 2.72 1.74 ***** 2.73 27.00 3.11 317.46 * 0.012 1.81 1.05 3.11 3.11 1.81 ***** 3.11 30.00 3.73 318.08 * 0.012 1.87 1.12 5.76 5.76 2.99 3.73 3.54 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 11.54 325.89 * 0.012 1.91 1.19 13.09 13.09 10.64 11.54 4.01 36.00 22.05 336.40 * 0.012 1.93 1.26 23.07 23.07 20.98 22.05 4.52 39.00 34.05 348.40 * 0.012 1.95 1.34 34.50 34.50 32.81 34 .05 5.08 42.00 47.02 361.37 * 0.012 1.97 1.41 46.84 46.84 45.57 47.02 5.69 45.00 60.95 375.30 * 0.012 1.97 1.49 60.10 60.10 59.29 60.95 6.34 48.00 75.83 390.18 * 0.012 1.98 1.58 74.27 74.27 73.95 75.83 7.03 51.00 91.68 406.03 * 0.012 1.99 1.69 89.35 89.35 89.55 91.68 7.77 54.00 108.49 422.84 * 0.012 1.99 2.00105.35105.35106.10 ***** 8.56 PIPE NO.25: 76 LF - 24"CP @ 4.14% OUTLET: 314.35 INLET: 317.50 INTYP: 5 JUNC NO.25: OVERFLOW-EL: 323.64 BEND: 10 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 318.28 * 0.012 0.61 0.34 0.78 0.78 0.61 ***** 0.78 6.00 1.14 318. 64 * 0.012 0.87 0.47 1.13 1.13 0.87 ***** 1.14 9.00 1.42 318. 92 * 0.012 1.08 0.58 1.41 1.41 1.08 ***** 1.42 12.00 1.66 319.16 * 0.012 1.25 0.67 1.65 1.65 1.25 ***** 1.66 15.00 1.88 319.38 * 0.012 1.40 0.76 1.87 1.87 1.40 ***** 1.88 18 .00 2. 12 319. 62 * 0.012 1.53 0.84 2. 10 2. 10 1.53 ***** 2.12 21.00 2.42 319. 92 * 0.012 1.65 0.91 2.40 2.40 1.65 ***** 2.42 24.00 2.76 320.26 * 0.012 1.74 0.98 2.73 2.73 1.74 ***** 2.76 27.00 3.15 320.65 * 0.012 1.81 1.05 3.11 3.11 1.81 ***** 3.15 30.00 3.58 321.08 * 0.012 1.87 1.12 3.73 3.73 1.87 ***** 3.58 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 10.71 328.21 * 0.012 1.91 1.19 11.54 11.54 9.77 10.71 4.06 36.00 21.66 339.16 * 0.012 1.93 1.26 22.05 22.05 20.54 21.66 4.59 39.00 34 .14 351.64 * 0.012 1.95 1.34 34.05 34.05 32.83 34.14 5.16 42.00 47.63 365.13 * 0.012 1.97 1.41 47.02 47.02 46.10 47.63 5.77 45.00 62.11 379. 61 * 0.012 1.97 1.49 60.95 60.95 60.36 62.11 6.43 48.00 77.60 395. 10 * 0.012 1.98 1.58 75.83 75.83 75.60 77.60 7.14 51.00 94.08 411.58 * 0.012 1.99 1.69 91.68 91.68 91.82 94.08 7.89 54.00 111.56 429.06 * 0.012 1.99 2.00108.49108.49109.03 ***** 8.69 PIPE NO.26: 204 LF - 24"CP @ 3. 92% OUTLET: 317.50 INLET: 325.50 INTYP: 5 JUNC NO.26: OVERFLOW-EL: 331 . 46 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 326.28 * 0.012 0.61 0.34 0.78 0.78 0. 61 ***** 0.78 6.00 1. 14 326. 64 * 0.012 0.87 0.48 1. 14 1. 14 0.87 ***** 1. 14 9.00 1.42 326. 92 * 0.012 1.08 0.59 1.42 1.42 1.08 ***** 1. 42 12.00 1. 66 327 . 16 * 0.012 1.25 0. 68 1. 66 1. 66 1.25 ***** 1. 66 15.00 1.87 327.37 * 0.012 1.40 0.77 1.88 1.88 1. 40 ***** 1.87 18.00 2.11 327.61 * 0.012 1.53 0.85 2. 12 2. 12 1.53 ***** 2.11 21.00 2.40 327. 90 * 0.012 1.65 0. 92 2.42 2. 42 1. 65 ***** 2.40 24 .00 2.73 328.23 * 0.012 1.74 1.00 2.76 2.76 1.74 ***** 2.73 27.00 3.12 328. 62 * 0.012 1.81 1.07 3.15 3. 15 1.81 ***** 3.12 30.00 3.54 329.04 * 0.012 1.87 1. 14 3.58 3.58 1.87 ***** 3.54 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 7.31 332.81 * 0. 012 1.91 1.21 10.71 10.71 6.42 7.31 4.01 36.00 19. 12 344 . 62 * 0. 012 1.93 1.29 21. 66 21. 66 18.06 19. 12 4.53 39.00 32.56 358.06 * 0.012 1.95 1.36 34.14 34.14 31.31 32.56 5.09 42.00 47.07 372.57 * 0.012 1.97 1.44 47. 63 47. 63 45. 62 47 .07 5. 69 45.00 62. 65 388.15 * 0.012 1.97 1.53 62.11 62. 11 60. 99 62. 65 6.34 48.00 79.31 404 .81 * 0.012 1.98 1.62 77. 60 77. 60 77 .42 79.31 7.04 51.00 97.04 422.54 * 0.012 1.99 1.76 94.08 94.08 94 . 91 97.04 7.77 54 .00 115.85 441.35 * 0.012 1.99 2.00111.56111.56113.46 ***** 8.56 PIPE NO.27: 95 LF - 24"CP @ 3. 68% OUTLET: 325.50 INLET: 329.00 INTYP: 5 JUNC NO.27: OVERFLOW-EL: 335. 10 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 329.78 * 0.012 0. 61 0.35 0.78 0.78 0. 61 ***** 0.78 6.00 1. 14 330. 14 * 0.012 0.87 0.49 1. 14 1.14 0.87 ***** 1. 14 9.00 1.42 330.42 * 0.012 1.08 0. 60 1.42 1.42 1.08 ***** 1.42 12.00 1. 66 330. 66 * 0.012 1.25 0. 69 1. 66 1. 66 1.25 ***** 1. 66 15.00 1.87 330.87 * 0.012 1.40 0.78 1.87 1.87 1.40 ***** 1.87 18.00 2. 11 331. 11 * 0.012 1.53 0.86 2.11 2.11 1.53 ***** 2.11 21.00 2.40 331.40 * 0.012 1. 65 0. 94 2.40 2.40 1. 65 ***** 2.40 24 .00 2.74 331.74 * 0.012 1.74 1.02 2.73 2.73 1.74 ***** 2.74 27.00 3.12 332. 12 * 0.012 1.81 1.09 3. 12 3. 12 1.81 ***** 3.12 30.00 3.54 332.54 * 0.012 1.87 1.17 3.54 3.54 1.87 ***** 3.54 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 6.43 335.43 * 0.012 1. 91 1.24 7.31 7.31 5.54 6. 43 4.01 36.00 18.73 347.73 * 0.012 1. 93 1.32 19.12 19.12 17 . 67 18.73 4.53 39.00 32.71 361.71 * 0.012 1. 95 1.39 32.56 32.56 31.46 32.71 5.09 42.00 47.80 376.80 * 0.012 1. 97 1.48 47.07 47.07 46.36 47.80 5. 69 45.00 64 .01 393.01 * 0.012 1. 97 1.57 62. 65 62.65 62.35 64 .01 6.34 48.00 81.34 410.34 * 0.012 1. 98 1. 68 79.31 79.31 79.45 81.34 7.04 51.00 99.79 428 .79 * 0.012 1. 99 2.00 97.04 97.04 97 . 66 99.79 7.78 54.00 119.35 448.35 * 0.012 1. 99 2.00115.85115.85116. 96 ***** 8.56 PIPE NO.28: 150 LF - 24"CP @ 3. 67% OUTLET: 329.00 INLET: 334 .50 INTYP: 5 JUNC NO.28: OVERFLOW-EL: 340.70 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 335.28 * 0.012 0.61 0.35 0.78 0.78 0.61 ***** 0.78 6.00 1.14 335.64 * 0.012 0.87 0.49 1.14 1.14 0.87 ***** 1.14 9.00 1.42 335.92 * 0.012 1.08 0.60 1.42 1.42 1.08 ***** 1.42 12.00 1.66 336.16 * 0.012 1.25 0.69 1.66 1.66 1.25 ***** 1.66 15.00 1.87 336.37 * 0.012 1.40 0.78 1.87 1.87 1.40 ***** 1.87 18.00 2.11 336.61 * 0.012 1.53 0.86 2.11 2.11 1.53 ***** 2.11 21.00 2.40 336. 90 * 0.012 1. 65 0.94 2.40 2.40 1.65 ***** 2. 40 24.00 2.74 337.24 * 0.012 1.74 1.02 2.74 2.74 1.74 ***** 2.74 27.00 3.12 337.62 * 0.012 1.81 1.09 3.12 3.12 1.81 ***** 3.12 30.00 3.54 338.04 * 0.012 1.87 1.17 3.54 3.54 1.87 ***** 3.54 33.00 4.55 339.05 * 0.012 1. 91 1.24 6.43 6.43 3.66 4.55 4.01 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 17.53 352.03 * 0.012 1.93 1.32 18.73 18.73 16.47 17.53 4.53 39.00 32.25 366.75 * 0.012 1.95 1.40 32.71 32.71 31.01 32.25 5.09 42.00 48.15 382.65 * 0.012 1.97 1.48 47.80 47.80 46.71 48.15 5.69 45.00 65.23 399.73 * 0.012 1.97 1.57 64 .01 64.01 63.57 65.23 6.34 48.00 83.48 417.98 * 0.012 1.98 1.69 81.34 81.34 81.60 83.48 7.04 51.00 102.91 437.41 * 0.012 1.99 2.00 99.79 99.79100.78 ***** 7.78 54.00 123.52 458.02 * 0.012 1.99 2.00119.35119.35121.14 ***** 8.56 PIPE NO.29: 148 LF - 24"CP @ 2.36% OUTLET: 334.50 INLET: 338.00 INTYP: 5 JUNC NO.29: OVERFLOW-EL: 346.56 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 338.79 * 0.012 0. 61 0.39 0.78 0.78 0.61 ***** 0.79 6.00 1.15 339.15 * 0.012 0.87 0.54 1.14 1.14 0.87 ***** 1. 15 9.00 1.43 339.43 * 0.012 1.08 0.67 1.42 1.42 1.08 ***** 1. 43 12.00 1.67 339.67 * 0.012 1.25 0.78 1.66 1.66 1.25 ***** 1. 67 15.00 1.89 339.89 * 0.012 1.40 0.88 1.87 1.87 1.40 ***** 1.89 18.00 2.12 340.12 * 0.012 1.53 0.98 2.11 2.11 1.53 ***** 2. 12 21.00 2.41 340.41 * 0.012 1. 65 1.07 2.40 2.40 1.65 ***** 2.41 24.00 2.75 340.75 * 0.012 1.74 1.16 2.74 2.74 1.74 ***** 2.75 27.00 3.13 341.13 * 0.012 1.81 1.26 3.12 3.12 1.81 ***** 3.13 30.00 3.56 341.56 * 0.012 1.87 1.35 3.54 3.54 2.27 3.01 3.56 33.00 4 .63 342.63 * 0.012 1.91 1.46 4.55 4.55 3.74 4.63 4.03 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 18.29 356.29 * 0.012 1.93 1.57 17.53 17.53 17.23 18.29 4.54 39.00 33.75 371.75 * 0.012 1.95 1.71 32.25 32.25 32.50 33.75 5.10 42.00 50.44 388.44 * 0.012 1. 97 2.00 48.15 48.15 49.00 50.44 5.71 45.00 68.38 406.38 * 0.012 1.97 2.00 65.23 65.23 66.72 68.38 6.36 48.00 87.55 425.55 * 0.012 1.98 2.00 83.48 83.48 85.66 87.55 7.05 51.00 107.95 445.95 * 0.012 1. 99 2.00102.91102.91105.82 ***** 7.79 54.00 129.60 467.60 * 0.012 1.99 2.00123.52123.52127.21 ***** 8.57 PIPE NO.30: 127 LF - 24"CP @ 2.76% OUTLET: 338.00 INLET: 341.50 INTYP: 5 JUNC NO.30: OVERFLOW-EL: 350.11 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 342.30 * 0.012 0.61 0.37 0.79 0.79 0.61 ***** 0.80 6.00 1.17 342.67 * 0.012 0.87 0.52 1.15 1.15 0.87 ***** 1. 17 9.00 1.48 342. 98 * 0.012 1.08 0. 64 1.43 1.43 1.08 ***** 1. 48 12.00 1.75 343.25 * 0.012 1.25 0.75 1.67 1.67 1.25 ***** 1.75 15.00 2.01 343.51 * 0.012 1.40 0.85 1.89 1.89 1.40 ***** 2.01 18.00 2.31 343.81 * 0.012 1.53 0.94 2.12 2. 12 1.53 ***** 2.31 21.00 2. 67 344 .17 * 0.012 1.65 1.02 2.41 2.41 1. 65 ***** 2.67 24.00 3.08 344 .58 * 0.012 1.74 1. 11 2.75 2.75 1.74 ***** 3.08 27.00 3.55 345.05 * 0.012 1.81 1.20 3.13 3.13 1.81 ***** 3.55 30.00 4 .08 345.58 * 0.012 1.87 1.28 3.56 3.56 1.87 ***** 4.08 33.00 4.97 346.47 * 0.012 1.91 1.37 4.63 4. 63 3.44 4. 97 4.66 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 19.35 360.85 * 0.012 1.93 1.47 18.29 18.29 17.53 19.35 5.29 39.00 35.60 377.10 * 0.012 1.95 1.57 33.75 33.75 33.46 35. 60 5.98 42.00 53.15 394. 65 * 0.012 1.97 1.71 50.44 50.44 50.67 53.15 6.73 45.00 72.00 413.50 * 0.012 1.97 2.00 68.38 68.38 69.16 72.00 7.53 48.00 92.15 433.65 * 0.012 1.98 2.00 87.55 87.55 88.92 92.15 8.39 51.00 113.60 455.10 * 0.012 1.99 2.00107.95107.95109.95 ***** 9.30 54.00 136.35 477.85 * 0.012 1.99 2.00129.60129.60132.26 ***** 10.27 PIPE NO.31: 62 LF - 24"CP @ 4.03% OUTLET: 341.50 INLET: 344.00 INTYP: 5 JUNC NO.31: OVERFLOW-EL: 352.52 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 344 .78 * 0.012 0.61 0.34 0.80 0.80 0.61 ***** 0.78 6.00 1.14 345.14 * 0.012 0.87 0.48 1.17 1.17 0.87 ***** 1.14 9.00 1.42 345.42 * 0.012 1.08 0.58 1.48 1.48 1.08 ***** 1.42 12.00 1.66 345.66 * 0.012 1.25 0.68 1.75 1.75 1.25 ***** 1.66 15.00 1.87 345.87 * 0.012 1.40 0.76 2.01 2.01 1.40 ***** 1.87 18 .00 2. 11 346. 11 * 0.012 1.53 0.84 2.31 2.31 1.53 ***** 2.11 21.00 2.40 346.40 * 0.012 1.65 0. 92 2. 67 2. 67 1.65 ***** 2.40 24.00 2.73 346.73 * 0.012 1.74 0.99 3.08 3.08 1.74 ***** 2.73 27.00 3.11 347.11 * 0.012 1.81 1.06 3.55 3.55 1.81 ***** 3.11 30.00 3.54 347.54 * 0.012 1.87 1.13 4.08 4.08 1.87 ***** 3.54 33.00 4.49 348.49 * 0.012 1.91 1.20 4.97 4.97 3.60 4.49 4.01 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 19.25 363.25 * 0.012 1.93 1.28 19.35 19.35 18.18 19.25 4.53 39.00 35.91 379.91 * 0.012 1.95 1.35 35.60 35.60 34.67 35.91 5.09 42.00 53.91 397.91 * 0.012 1.97 1.43 53.15 53.15 52.47 53.91 5.69 45.00 73.25 417.25 * 0.012 1.97 1.51 72.00 72.00 71.59 73.25 6.34 48.00 93.92 437. 92 * 0.012 1.98 1. 60 92.15 92.15 92.03 93.92 7.03 51.00 115.92 459.92 * 0.012 1.99 1.72113.60113.60113.79 ***** 7.77 54 .00 139.25 483.25 * 0.012 1.99 2.00136.35136.35136.86 ***** 8.56 PIPE NO.32: 62 LF - 24"CP @ 8.87% OUTLET: 344.00 INLET: 349.50 INTYP: 5 JUNC NO.32: OVERFLOW-EL: 356.10 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 350.23 * 0.012 0.61 0.28 0.78 0.78 0.61 ***** 0.73 6.00 1.09 350.59 * 0.012 0.87 0.39 1.14 1.14 0.87 ***** 1.09 9.00 1.37 350.87 * 0.012 1.08 0.48 1.42 1.42 1.08 ***** 1.37 12.00 1.61 351.11 * 0.012 1.25 0.55 1.66 1.66 1.25 ***** 1.61 15.00 1.82 351.32 * 0.012 1.40 0.62 1.87 1.87 1.40 ***** 1.82 18 .00 2.06 351.56 * 0.012 1.53 0. 68 2. 11 2. 11 1.53 ***** 2.06 21.00 2.35 351.85 * 0.012 1.65 0.74 2.40 2.40 1.65 ***** 2.35 24 .00 2.68 352.18 * 0.012 1.74 0.79 2.73 2.73 1.74 ***** 2.68 27.00 3.07 352.57 * 0.012 1.81 0.85 3.11 3.11 1.81 ***** 3.07 30.00 3.49 352.99 * 0.012 1.87 0. 90 3.54 3.54 1.87 ***** 3.49 33.00 3.96 353.46 * 0.012 1.91 0.95 4.49 4.49 1.91 ***** 3.96 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 16.15 365.65 * 0.012 1.93 1.00 19.25 19.25 15.09 16.15 4.48 39.00 33.23 382.73 * 0.012 1.95 1.05 35.91 35.91 31.98 33.23 5.04 42.00 51.68 401.18 * 0.012 1.97 1.09 53.91 53.91 50.23 51. 68 5.64 45.00 71.50 421.00 * 0.012 1.97 1.14 73.25 73.25 69.84 71.50 6.29 48.00 92.68 442.18 * 0.012 1.98 1.19 93.92 93.92 90.79 92. 68 6.99 51.00 115.23 464.73 * 0.012 1.99 1.24115.92115.92113.10 ***** 7.72 54.00 139.15 488. 65 * 0.012 1.99 1.29139.25139.25136.76 ***** 8.51 PIPE NO.33: 118 LF - 2411CP @ 8.47% OUTLET: 350.00 INLET: 360.00 INTYP: 5 JUNC NO.33: OVERFLOW-EL: 366.39 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.73 360.73 * 0.012 0.61 0.28 0.23 0.28 0.61 ***** 0.73 6.00 1.09 361.09 * 0.012 0.87 0.40 0.59 0.59 0.87 ***** 1.09 9.00 1.37 361.37 * 0.012 1.08 0.48 0.87 0.87 1.08 ***** 1.37 12.00 1.61 361.61 * 0.012 1.25 0.56 1.11 1.11 1.25 ***** 1.61 15.00 1.83 361.83 * 0.012 1.40 0.63 1.32 1.32 1.40 ***** 1.83 18 .00 2.06 362.06 * 0.012 1.53 0.69 1.56 1.56 1.53 ***** 2.06 21.00 2.35 362.35 * 0.012 1.65 0.75 1.85 1.85 1.65 ***** 2.35 24.00 2.69 362.69 * 0.012 1.74 0.80 2.18 2.18 1.74 ***** 2.69 27.00 3.07 363.07 * 0.012 1.81 0.86 2.57 2.57 1.81 ***** 3.07 30.00 3.50 363.50 * 0.012 1.87 0.91 2.99 2.99 1.87 ***** 3.50 33.00 3.97 363.97 * 0.012 1.91 0.96 3.46 3.46 1.91 ***** 3.97 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 9.26 369.26 * 0.012 1.93 1.01 15.65 15. 65 8.20 9.26 4.48 39.00 26.96 386.96 * 0.012 1.95 1.06 32.73 32.73 25.72 26. 96 5.04 42.00 46.09 406.09 * 0.012 1.97 1.11 51.18 51.18 44 .65 46.09 5.65 45.00 66.64 426.64 * 0.012 1.97 1.16 71.00 71.00 64.98 66.64 6.30 48.00 88.60 448.60 * 0.012 1.98 1.21 92.18 92.18 86.71 88. 60 6.99 51.00 111.97 471.97 * 0.012 1.99 1.26114.73114 .73109.84 ***** 7.73 54.00 136.77 496.77 * 0.012 1.99 1.31138.65138.65134 .38 ***** 8.51 PIPE NO.34: 143 LF - 24"CP @ 7.34% OUTLET: 360.00 INLET: 370.50 INTYP: 5 JUNC NO.34: OVERFLOW-EL: 378.53 BEND: 10 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.74 371.24 * 0.012 0.61 0.29 0.73 0.73 0.61 ***** 0.74 6.00 1.10 371.60 * 0.012 0.87 0.41 1.09 1.09 0.87 ***** 1.10 9.00 1.39 371.89 * 0.012 1.08 0.50 1.37 1.37 1.08 ***** 1.39 12.00 1.63 372.13 * 0.012 1.25 0.58 1.61 1.61 1.25 ***** 1. 63 15.00 1.85 372.35 * 0.012 1.40 0.65 1.83 1.83 1.40 ***** 1.85 18 .00 2.09 372.59 * 0.012 1.53 0.72 2.06 2.06 1.53 ***** 2.09 21.00 2.38 372.88 * 0.012 1.65 0.78 2.35 2.35 1.65 ***** 2.38 24.00 2.73 373.23 * 0.012 1.74 0.84 2.69 2.69 1.74 ***** 2.73 27.00 3.12 373.62 * 0.012 1.81 0.89 3.07 3.07 1.81 ***** 3.12 30.00 3.55 374.05 * 0.012 1.87 0.95 3.50 3.50 1.87 ***** 3.55 33.00 4.03 374.53 * 0.012 1.91 1.00 3.97 3.97 1.91 ***** 4.03 36.00 4 .55 375.05 * 0.012 1.93 1.05 9.26 9.26 1.93 ***** 4.55 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 21.41 391.91 * 0.012 1.95 1.11 26. 96 26.96 20.09 21.41 5.12 42.00 41.32 411.82 * 0.012 1.97 1.16 46.09 46.09 39.79 41.32 5.74 45.00 62.71 433.21 * 0.012 1.97 1.21 66.64 66.64 60.96 62.71 6.40 48.00 85.58 456.08 * 0.012 1.98 1.26 88.60 88.60 83.58 85.58 7.11 51.00 109.92 480.42 * 0.012 1.99 1.32111.97111. 97107.67 ***** 7.86 54.00 135.74 506.24 * 0.012 1.99 1.37136.77136.77133.21 ***** 8.66 PIPE NO.35: 64 LF - 24"CP @ 7.03% OUTLET: 370.50 INLET: 375.00 INTYP: 5 JUNC NO.35: OVERFLOW-EL: 380.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.75 375.75 * 0.012 0.61 0.30 0.74 0.74 0.61 ***** 0.75 6.00 1.11 376.11 * 0.012 0.87 0.42 1.10 1.10 0.87 ***** 1.11 9.00 1.39 376.39 * 0.012 1.08 0.51 1.39 1.39 1.08 ***** 1.39 12. 00 1. 63 376. 63 * 0.012 1.25 0.59 1.63 1.63 1.25 ***** 1.63 15.00 1.84 376.84 * 0.012 1.40 0.66 1.85 1.85 1.40 ***** 1.84 18.00 2.08 377.08 * 0.012 1.53 0.72 2.09 2.09 1.53 ***** 2.08 21.00 2.37 377.37 * 0.012 1. 65 0.79 2.38 2.38 1.65 ***** 2.37 24.00 2.70 377.70 * 0.012 1.74 0.85 2.73 2.73 1.74 ***** 2.70 27.00 3.08 378.08 * 0.012 1.81 0.90 3.12 3.12 1.81 ***** 3.08 30.00 3.51 378.51 * 0.012 1.87 0.96 3.55 3.55 1.87 ***** 3.51 33.00 3.98 378.98 * 0.012 1.91 1.01 4.03 4.03 1.91 ***** 3.98 36.00 4.50 379.50 * 0.012 1.93 1.07 4.55 4.55 1.93 ***** 4.50 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 19.78 394.78 * 0.012 1.95 1.12 21.41 21.41 18.53 19.78 5.06 42.00 40.14 415.14 * 0.012 1.97 1.18 41.32 41.32 38.70 40.14 5.66 45.00 62.03 437.03 * 0.012 1.97 1.23 62.71 62.71 60.37 62.03 6.31 48.00 85.42 460.42 * 0.012 1.98 1.28 85.58 85.58 83.53 85.42 7.00 51.00 110.32 485.32 * 0.012 1.99 1.34109.92109. 92108.19 ***** 7.74 54.00 136.73 511.73 * 0.012 1.99 1.40135.74135.74134.35 ***** 8.53 PIPE NO.36: 113 LF - 24"CP @ 3.54% OUTLET: 375.00 INLET: 379.00 INTYP: 5 JUNC NO.36: OVERFLOW-EL: 387.00 BEND: 45 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.79 379.79 * 0.012 0.61 0.35 0.75 0.75 0.61 ***** 0.79 6.00 1.16 380.16 * 0.012 0.87 0.49 1.11 1.11 0.87 ***** 1.16 9.00 1.47 380.47 * 0.012 1.08 0.60 1.39 1.39 1.08 ***** 1.47 12.00 1.74 380.74 * 0.012 1.25 0.70 1.63 1.63 1.25 ***** 1.74 15.00 2.01 381.01 * 0.012 1.40 0.79 1.84 1.84 1.40 ***** 2.01 18.00 2.30 381.30 * 0.012 1.53 0.87 2.08 2.08 1.53 ***** 2.30 21.00 2. 66 381 . 66 * 0.012 1.65 0. 95 2.37 2.37 1.65 ***** 2. 66 24 .00 3.07 382.07 * 0.012 1.74 1.03 2.70 2.70 1.74 ***** 3.07 27.00 3.54 382.54 * 0.012 1.81 1.10 3.08 3.08 1.81 ***** 3.54 30.00 4.07 383.07 * 0.012 1.87 1.18 3.51 3.51 1.87 ***** 4.07 33.00 4.65 383.65 * 0.012 1.91 1.26 3.98 3.98 1.91 ***** 4.65 36.00 5.29 384.29 * 0.012 1.93 1.33 4.50 4 .50 2.94 4.76 5.29 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 20.77 399.77 * 0.012 1. 95 1.42 19.78 19.78 18.64 20.77 5.98 42.00 41.94 420.94 * 0.012 1.97 1.50 40.14 40.14 39.46 41.94 6.72 45.00 64 .68 443.68 * 0.012 1.97 1.60 62.03 62.03 61.84 64.68 7.52 48.00 88.99 467.99 * 0.012 1. 98 1.73 85.42 85.42 85.76 88.99 8.38 51.00 114.86 493.86 * 0.012 1.99 2.00110.32110.32111.22 ***** 9.29 54.00 142.31 521.31 * 0.012 1.99 2.00136.73136.73138.22 ***** 10.26 PIPE NO.37: 23 LF - 24"CP @ 2.04% OUTLET: 379.00 INLET: 379.47 INTYP: 5 JUNC NO.37: OVERFLOW-EL: 387.65 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.80 380.27 * 0.012 0.61 0.40 0.79 0.79 0.61 ***** 0.80 6.00 1.16 380.63 * 0.012 0.87 0.57 1.16 1.16 0.87 ***** 1.16 9.00 1.44 380.91 * 0.012 1.08 0.70 1.47 1.47 1.08 ***** 1.44 12.00 1.67 381.14 * 0.012 1.25 0.81 1.74 1.74 1.25 ***** 1.67 15.00 1.89 381.36 * 0.012 1.40 0.92 2.01 2.01 1.40 ***** 1.89 18.00 2.13 381.60 * 0.012 1.53 1.02 2.30 2.30 1.53 ***** 2.13 21.00 2.42 381.89 * 0.012 1.65 1.12 2. 66 2.66 1. 65 ***** 2.42 24.00 3.30 382.77 * 0.012 1.74 1.22 3.07 3.07 2.83 3.30 2.75 27.00 3.95 383.42 * 0.012 1.81 1.32 3.54 3.54 3.35 3.95 3.13 30.00 4.68 384.15 * 0.012 1.87 1.43 4.07 4 .07 3.94 4.68 3.56 33.00 5.49 384.96 * 0.012 1.91 1.55 4.65 4 .65 4.60 5.49 4.03 36.00 6.37 385.84 * 0.012 1.93 1.70 5.29 5.29 5.31 6.37 4.55 **************** OVERFLOW ENCOUNTERED AT 39.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 39.00 22.13 401.60 * 0.012 1.95 2.00 20.77 20.77 20.88 22.13 5.11 42.00 43.59 423.06 * 0.012 1.97 2.00 41. 94 41.94 42.14 43.59 5.71 45.00 66.64 446.11 * 0.012 1.97 2.00 64. 68 64.68 64.98 66.64 6.36 48.00 91.29 470.76 * 0.012 1.98 2.00 88. 99 88.99 89.40 91.29 7.05 51.00 117.52 496.99 * 0.012 1.99 2.00114.86114.86115.39 ***** 7.79 54.00 145.34 524.81 * 0.012 1.99 2.00142.31142.31142.96 ***** 8.58 PIPE NO.38: 262 LF - 2411CP @ 0.51% OUTLET: 379.47 INLET: 380.81 INTYP: 5 JUNC NO.38: OVERFLOW-EL: 392.45 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.81 381.62 * 0.012 0.61 0.56 0.80 0.80 0.61 ***** 0.81 6.00 1.17 381.98 * 0.012 0.87 0.81 1.16 1.16 0.87 ***** 1.17 9.00 1.45 382.26 * 0.012 1.08 1.02 1.44 1.44 1.08 ***** 1.45 12.00 1. 69 382.50 * 0.012 1.25 1.22 1. 67 1.67 1.25 ***** 1.69 15.00 1. 99 382.80 * 0.012 1.40 1.43 1.89 1.89 1.43 1.99 1.90 18.00 2.46 383.27 * 0.012 1.53 1.70 2.13 2.13 2.20 2.46 2. 14 21.00 3.36 384 . 17 * 0.012 1.65 2.00 2.42 2.42 3.00 3.36 2.43 24.00 4.95 385.76 * 0.012 1.74 2.00 3.30 3.30 4.47 4.95 2.77 27.00 6.39 387.20 * 0.012 1.81 2.00 3.95 3.95 5.79 6.39 3.15 30.00 8.00 388.81 * 0.012 1.87 2.00 4. 68 4 .68 7.27 8.00 3.57 33.00 9.79 390.60 * 0.012 1. 91 2.00 5.49 5.49 8.90 9.79 4.05 **************** OVERFLOW ENCOUNTERED AT 36.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 36.00 11.75 392.56 * 0.012 1.93 2.00 6.37 6.37 10.69 11.75 4.56 39.00 28.67 409.48 * 0.012 1.95 2.00 22.13 22.13 27.42 28.67 5.12 42.00 51.39 432.20 * 0.012 1.97 2.00 43.59 43.59 49.94 51.39 5.73 45.00 75.79 456.60 * 0.012 1.97 2.00 66.64 66.64 74 .14 75.79 6.37 48.00 101.88 482.69 * 0.012 1.98 2.00 91.29 91.29100.00 ***** 7.07 51.00 129.66 510.47 * 0.012 1.99 2.00117.52117.52127.53 ***** 7.81 54.00 159.11 539.92 * 0.012 1.99 2.00145.34145.34156.73 ***** 8.59 PIPE NO.39: 129 LF - 24"CP @ 0.30% OUTLET: 380.81 INLET: 381.20 INTYP: 5 JUNC NO.39: OVERFLOW-EL: 392.44 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.90 382.10 * 0.012 0.61 0.65 0.81 0.81 0.65 0.90 0.81 6.00 1.28 382.48 * 0.012 0.87 0.94 1.17 1.17 0. 96 1.28 1.17 9.00 1.57 382.77 * 0.012 1.08 1.20 1.45 1.45 1.27 1.57 1.45 12.00 1.83 383.03 * 0.012 1.25 1. 48 1. 69 1. 69 1.58 1.83 1. 69 15.00 2.26 383.46 * 0.012 1.40 2.00 1.99 1. 99 2.08 2.26 1.91 18.00 3.04 384 .24 * 0.012 1.53 2.00 2.46 2. 46 2.77 3. 04 2.14 21.00 4.28 385.48 * 0.012 1.65 2.00 3.36 3.36 3.92 4.28 2.43 24.00 6.27 387.47 * 0.012 1.74 2.00 4.95 4.95 5.79 6.27 2.77 27.00 8.16 389.36 * 0.012 1.81 2.00 6.39 6.39 7.56 8.16 3.15 30.00 10.28 391.48 * 0.012 1.87 2.00 8.00 8.00 9.55 10.28 3.58 **************** OVERFLOW ENCOUNTERED AT 33.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 33.00 12.63 393.83 * 0.012 1.91 2.00 9.79 9.79 11.74 12.63 4.05 36.00 15.20 396.40 * 0.012 1.93 2.00 11.75 11.75 14.14 15.20 4.56 39.00 32.79 413.99 * 0.012 1.95 2.00 28.67 28.67 31.55 32.79 5.12 42.00 56.23 437.43 * 0.012 1.97 2.00 51.39 51.39 54.79 56.23 5.73 45.00 81.41 462.61 * 0.012 1.97 2.00 75.79 75.79 79.75 81.41 6.38 48.00 108.33 489.53 * 0.012 1.98 2.00101.88101.88106.44 ***** 7.07 51.00 136.99 518.19 * 0.012 1.99 2.00129.66129.66134.85 ***** 7.81 54.00 167.38 548.58 * 0.012 1.99 2.00159.11159.11164.99 ***** 8.59 PIPE NO.40: 290 LF - 24"CP @ 0.31% OUTLET: 381.20 INLET: 382.10 INTYP: 5 JUNC NO.40: OVERFLOW-EL: 391.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0. 91 383.01 * 0.012 0.61 0. 64 0.90 0.90 0.64 0.91 0.81 6.00 1.28 383.38 * 0.012 0.87 0. 93 1.28 1.28 0.93 1.28 1. 17 9.00 1.56 383.66 * 0.012 1.08 1.19 1.57 1.57 1.19 1.56 1. 45 12.00 1.82 383.92 * 0.012 1.25 1.46 1.83 1.83 1.55 1.82 1. 69 15.00 2.64 384 .74 * 0.012 1.40 2.00 2.26 2.26 2.45 2. 64 1.91 18 .00 3. 97 386.07 * 0.012 1.53 2.00 3.04 3.04 3.70 3. 97 2.14 21.00 5.87 387.97 * 0.012 1.65 2.00 4.28 4.28 5.51 5.87 2.43 24.00 8.62 390.72 * 0.012 1.74 2.00 6.27 6.27 8.15 8. 62 2.77 **************** OVERFLOW ENCOUNTERED AT 27.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 27.00 11.38 393.48 * 0.012 1.81 2.00 8.16 8.16 10.78 11.38 3.15 30.00 14.47 396.57 * 0.012 1.87 2.00 10.28 10.28 13.73 14.47 3.58 33.00 17.88 399.98 * 0.012 1.91 2.00 12.63 12.63 16.99 17.88 4.05 36.00 21. 62 403.72 * 0.012 1.93 2.00 15.20 15.20 20.56 21.62 4.56 39.00 40.48 422.58 * 0.012 1.95 2.00 32.79 32.79 39.24 40.48 5.12 42.00 65.29 447.39 * 0.012 1. 97 2.00 56.23 56.23 63.85 65.29 5.73 45.00 91. 95 474 .05 * 0.012 1. 97 2.00 81. 41 81.41 90.29 91. 95 6.38 48.00 120.44 502.54 * 0.012 1. 98 2.00108.33108.33118 .56 ***** 7.07 51.00 150.78 532.88 * 0.012 1. 99 2.00136. 99136.99148. 64 ***** 7 .81 54 .00 182. 95 565.05 * 0.012 1. 99 2.00167.38167.38180.56 ***** 8.59 PIPE NO.41: 221 LF - 24"CP @ 0.30% OUTLET: 382. 10 INLET: 382.77 INTYP: 5 JUNC NO.41: OVERFLOW-EL: 390.78 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0. 90 383. 67 * 0.012 0. 61 0. 65 0. 91 0. 91 0. 65 0. 90 0.81 6.00 1.28 384 .05 * 0.012 0.87 0. 94 1.28 1.28 0. 94 1.28 1. 17 9.00 1.57 384 .34 * 0.012 1.08 1.20 1.56 1.56 1.24 1.57 1.45 12.00 1.84 384 . 61 * 0.012 1.25 1.47 1.82 1.82 1. 60 1.84 1. 69 15.00 2.98 385.75 * 0.012 1.40 2.00 2.64 2.64 2.79 2. 98 1. 91 18.00 4 .75 387.52 * 0.012 1.53 2.00 3.97 3. 97 4 . 49 4 .75 2.14 21.00 7.19 389. 96 * 0.012 1. 65 2.00 5.87 5.87 6.82 7. 19 2.43 **************** OVERFLOW ENCOUNTERED AT 24 .00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 24 .00 10.54 393.31 * 0.012 1.74 2.00 8. 62 8 . 62 10.07 10.54 2.77 27.00 13. 99 396.76 * 0.012 1.81 2.00 11.38 11.38 13.39 13. 99 3. 15 30.00 17.85 400. 62 * 0.012 1.87 2.00 14 .47 14.47 17.11 17.85 3.58 33.00 22. 11 404 .88 * 0.012 1.91 2.00 17.88 17.88 21.22 22. 11 4 .05 36.00 26.78 409.55 * 0.012 1.93 2.00 21. 62 21. 62 25.72 26.78 4 .56 39.00 46. 66 429.43 * 0.012 1.95 2.00 40.48 40.48 45.41 46.66 5.12 42.00 72.56 455.33 * 0.012 1.97 2.00 65.29 65.29 71. 12 72.56 5.73 45.00 100.39 483. 16 * 0.012 1.97 2.00 91. 95 91. 95 98.73 ***** 6.38 48.00 130. 14 512. 91 * 0.012 1. 98 2.00120.44120.44128.25 ***** 7.07 51.00 161.81 544 .58 * 0.012 1.99 2.00150.78150.78159. 68 ***** 7.81 54 .00 195.39 578. 16 * 0.012 1.99 2.00182. 95182. 95193.01 ***** 8.59 PIPE NO.42: 255 LF - 24"CP @ 0.48% OUTLET: 382.77 INLET: 384 .00 INTYP: 5 JUNC NO.42: OVERFLOW-EL: 391.90 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.78 384 .78 * 0.012 0. 61 0.57 0. 90 0. 90 0. 61 ***** 0.78 6.00 1.05 385.05 * 0.012 0.87 0.83 1.28 1.28 0.87 ***** 1.05 9.00 1. 18 385.18 * 0.012 1.08 1.04 1.57 1.57 1.08 ***** 1.18 12.00 1.25 385.25 * 0.012 1.25 1.24 1. 84 1.84 1.25 ***** 1.24 15.00 2.71 386.71 * 0.012 1.40 1.46 2.98 2. 98 2.71 2.14 1.15 18.00 4 . 90 388. 90 * 0.012 1.53 1.78 4 .75 4 .75 4 . 90 4. 08 1.06 21.00 7.83 391.83 * 0.012 1. 65 2.00 7 . 19 7. 19 7.83 6.72 0.96 **************** OVERFLOW ENCOUNTERED AT 24 .00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 24 .00 11.76 395.76 * 0.012 1.74 2.00 10.54 10.54 11.76 10.31 0.85 27.00 15.85 399.85 * 0.012 1.81 2.00 13. 99 13. 99 15.85 14 .02 0.72 30.00 20.44 404 .44 * 0.012 1.87 2.00 17 .85 17.85 20.44 18. 17 0.57 33.00 25.51 409.51 * 0.012 1. 91 2.00 22. 11 22. 11 25.51 22.77 0.41 36.00 31.06 415.06 * 0.012 1. 93 2.00 26.78 26.78 31.06 27.80 0.24 39.00 51.88 435.88 * 0.012 1. 95 2.00 46. 66 46. 66 51.88 48.06 0.05 42.00 78.82 462.82 * 0.012 1. 97 2.00 72.56 72.56 78.82 74 .38 -0. 16 45.00 107.76 491.76 * 0.012 1. 97 2.00100.39100.39107.76 ***** -0.38 48.00 138. 69 522. 69 * 0.012 1.98 2.00130. 14130.14138. 69 ***** -0. 62 51.00 171. 62 555. 62 * 0.012 1.99 2.00161.81161.81171. 62 ***** -0.87 54.00 206.55 590.55 * 0.012 1.99 2.00195.39195.39206. 55 ***** -1. 13 PIPE NO.43: 351 LF - 18"CP @ 1.28% OUTLET: 384 .50 INLET: 388. 98 INTYP: 5 JUNC NO.43: OVERFLOW-EL: 398.76 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.88 389.86 * 0.012 0.66 0.50 0.28 0.50 0.66 ***** 0.88 6.00 1.28 390.26 * 0.012 0.95 0.73 0.55 0.73 0. 95 ***** 1.28 9.00 1.63 390. 61 * 0.012 1.17 0.93 0. 68 0. 93 1. 17 ***** 1. 63 12.00 2. 13 391. 11 * 0.012 1.32 1.15 0.75 1.15 1.32 ***** 2.13 15.00 4 .41 393.39 * 0.012 1.41 1.50 2.21 2.21 3.83 4 .41 2.77 18.00 9.54 398.52 * 0.012 1.46 1.50 4 .40 4 .40 8.70 9.54 3.54 **************** OVERFLOW ENCOUNTERED AT 21.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 21.00 15. 94 404 .92 * 0.012 1.48 1.50 7.33 7.33 14 .80 15. 94 4.46 24 .00 23.88 412.86 * 0.012 1.49 1.50 11.26 11.26 22.39 23.88 5.53 27.00 32.52 421.50 * 0.012 1.50 1.50 15.35 15.35 30. 63 32.52 6.73 30.00 42. 18 431.16 * 0.012 1.50 1.50 19. 94 19. 94 39.85 42. 18 8.07 33.00 52.87 441.85 * 0.012 1.50 1.50 25.01 25.01 50.05 52.87 9.56 36.00 64 .56 453.54 * 0.012 1.50 1.50 30.56 30.56 61.21 64 .56 11.19 39.00 92.07 481.05 * 0.012 1.50 1.50 51.38 51.38 88. 13 92.07 12. 96 42.00 126.22 515.20 * 0.012 1.50 1.50 78.32 78.32121. 66 ***** 14.87 45.00 162.91 551.89 * 0.012 1.50 1.50107.26107.26157. 67 ***** 16. 92 48.00 202. 13 591.11 * 0.012 1.50 1.50138.19138.19196. 17 ***** 19.12 51.00 243.88 632.86 * 0.012 1.50 1.50171.12171. 12237 . 15 ***** 21.45 54 .00 288.16 677 .14 * 0.012 1.50 1.50206.05206.05280. 61 ***** 23. 93 PIPE NO.44 : 81 LF - 18"CP @ 0.80% OUTLET: 388. 98 INLET: 389. 63 INTYP: 5 JUNC NO.44 : OVERFLOW-EL: 399.20 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0.89 390.52 * 0.012 0.66 0.56 0.88 0.88 0. 66 ***** 0.89 6.00 1.28 390. 91 * 0.012 0. 95 0.83 1.28 1.28 0. 95 ***** 1.28 9.00 1. 67 391.30 * 0.012 1.17 1.10 1. 63 1. 63 1.45 1. 67 1. 64 12.00 2.75 392.38 * 0.012 1.32 1.50 2.13 2.13 2. 38 2.75 2.13 15.00 5.75 395.38 * 0.012 1.41 1.50 4 .41 4 .41 5. 17 5.75 2.77 **************** OVERFLOW ENCOUNTERED AT 18.00 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 18.00 11.76 401.39 * 0.012 1.46 1.50 9.54 9.54 10. 92 11.76 3.55 21.00 19. 19 408.82 * 0.012 1.48 1.50 15. 94 15.94 18.05 19.19 4 .47 24.00 28.33 417. 96 * 0.012 1.49 1.50 23.88 23.88 26.83 28.33 5.53 27.00 38.32 427. 95 * 0.012 1.50 1.50 32.52 32.52 36.43 38.32 6.73 30.00 49.49 439. 12 * 0.012 1.50 1.50 42. 18 42. 18 47 . 16 49.49 8.08 33.00 61.85 451.48 * 0.012 1.50 1.50 52.87 52.87 59.03 61.85 9.56 36.00 75.38 465.01 * 0.012 1.50 1.50 64 .56 64 .56 72.02 75.38 11. 19 39.00 104 . 87 494 .50 * 0.012 1.50 1.50 92.07 92.07100. 94 ***** 12. 96 42.00 141. 18 530.81 * 0.012 1.50 1.50126.22126.22136. 61 ***** 14.87 45.00 180. 17 569.80 * 0.012 1.50 1.50162. 91162. 91174 . 93 ***** 16. 93 48.00 221.86 611.49 * 0.012 1.50 1.50202. 13202. 13215. 89 ***** 19.12 51.00 266.23 655.86 * 0.012 1.50 1.50243.88243.88259.50 ***** 21.46 54 .00 313.30 702. 93 * 0.012 1.50 1.50288. 16288. 16305.75 ***** 23. 94 PIPE NO.45: 327 LF - 18"CP @ 0.80% OUTLET: 389. 63 INLET: 392.24 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 3.00 0. 92 393.16 * 0.012 0. 66 0.56 0.89 0.89 0. 66 ***** 0.92 6.00 1.44 393. 68 * 0.012 0.95 0.83 1.28 1.28 0.95 ***** 1.44 9.00 2.02 394.26 * 0.012 1.17 1.10 1.67 1.67 1.17 ***** 2.02 12.00 4.84 397.08 * 0.012 1.32 1.50 2.75 2.75 3.78 4.84 2.82 **************** OVERFLOW ENCOUNTERED AT 15.00 CFS DISCHARGE ***************** 15.00 10.49 402.73 * 0.012 1.41 1.50 5.75 5.75 8.82 10.49 3.85 18.00 19.73 411. 97 * 0.012 1.46 1.50 11.76 11.76 17.33 19.73 5.11 21.00 31.00 423.24 * 0.012 1.48 1.50 19.19 19.19 27.72 31.00 6.60 24.00 44.55 436.79 * 0.012 1.49 1.50 28.33 28.33 40.26 44 .55 8.32 27.00 59.55 451.79 * 0.012 1.50 1.50 38.32 38.32 54.12 59.55 10.27 30.00 76.32 468.56 * 0.012 1.50 1.50 49.49 49.49 69.61 76.32 12.45 33.00 94.86 487.10 * 0.012 1.50 1.50 61.85 61.85 86.74 94 .86 14 .86 36.00 115.16 507.40 * 0.012 1.50 1.50 75.38 75.38105.49 ***** 17.50 39.00 152.02 544.26 * 0.012 1.50 1.50104.87104.87140.68 ***** 20.37 42.00 196.27 588.51 * 0.012 1.50 1.50141.18141.18183.11 ***** 23.47 45.00 243.81 636.05 * 0.012 1.50 1.50180.17180.17228.70 ***** 26.79 48.00 294.62 686.86 * 0.012 1.50 1.50221.86221.86277.43 ***** 30.35 51.00 348.72 740. 96 * 0.012 1.50 1.50266.23266.23329.31 ***** 34 .13 54.00 406.09 798.33 * 0.012 1.50 1.50313.30313.30384.33 ***** 38.15 U?5,tm -Al aF C 5 A.- t- q69 L� mrw „r omw aor wr ammm WAINNO arr - - ...r ,0WAIP ur+re. .MINOW ...W.. .r..... 40OPO. ..,... • NE 9th Street & Monroe Avenue NE Drainage Improvement Ift Existing Conditions 25-Year Storm * C H A N N E L A N D P I P E D A T A Input NAMEG: Drains Invert L Side R Side Intial Max Mann- Full Sequen Channel to Channel Width Length Slope Slope Slope Depth Depth ings Flow Number ID # NGTO: Type (ft) (ft) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) "N" (cfs) ------ --------------- -------- ------ ------- ------- -------- ------- ------- ------- ----- ----- 1 121 120 Circular 0.5 50.0 0.0160 0.0000 0.0000 0.0 0.0 0.0140 7.09E-01 2 101 100 Circular 1.0 200.0 0.0300 0.0000 0.0000 0.0 0.0 0.0140 6.16E+00 3 91 90 Circular 1.0 1500.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 5.03E+00 4 81 80 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 5 51 50 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 6 1' 22 20 Circular 1.5 2500.0 •o;:0.0100 0.0000 0.0000 0.0 0.0 0.0140 1.05E+01 7 21 20 Circular 1.8 750.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 2.24E+01 * S U B C A T C H M E N T D A T A SUBCATCH- CHANNEL WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR DEPRES. STORAGE(IN) INFILTRATION DECAY RATE GAGE MENT NO. OR INLET (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. RATE(IN/HR) (1/SEC) NO. MAXIMUM MINIMUM --- --- ---- ------ ------ ----- ------- ------ ------ ------ ---- ---- 1 1 121 385.00 8.83 32.00 0.1500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 2 2 110 348.00 7.98 25.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 3 3 101 666.00 10.70 30.00 0,0330 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 4 4 91 654.00 45.01 30.00 0.0250 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 5 5 81 650.00 17.90 32.00 0.0500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 6 6 51 728.00 36.29 30.00 0.0600 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 7 7 40 395.00 9.07 25.00 0.0100 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 ,-'z' 8 22 884.00 113.63 32.00 0.0750 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 9 9 21 714.00 27.88 32.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 TOTAL NUMBER OF SUBCATCHMENTS. . 9 TOTAL TRIBUTARY AREA (ACRES) . .. . 277.29 IMPERVIOUS AREA (ACRES) .. . . .... . 85.70 PERVIOUS AREA (ACRES) .... . .. .. . . 191.59 TOTAL WIDTH (FEET) . ..... . . .. . . . . 5424.00 PERCENT IMPERVIOUSNESS.. . . . . . . . . 30.91 SUMMARY STATISTICS FOR SUBCATCHMENTS PERVIOUS AREA IMPERVIOUS AREA TOTAL SUBCATCHMENT AREA TOTAL TOTAL PEAK PEAK PEAK PEAK GUTTER SIMULATED RUNOFF TOTAL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF UNIT SUBCATCH- OR INLET AREA PERCENT RAINFALL DEPTH LOSSES RATE DEPTH RATE DEPTH RATE RUNOFF j MENT NO. NO. (AC) IMPER. (IN) (IN) (IN) (CFS) (IN) (CFS) (IN) (CFS) (IN/HR) ------------------------------------------------------------- ---------------------- 1 121 8.83 32.0 3.40 0.039 3.365 0.54 3.296 3.12 1.081 3.66 0.414 i 2 110 7.98 25.0 3.40 0.031 3.373 0.41 3.296 2.20 0.847 2.61 0.327 3 101 10.70 30.0 3.40 0.028 3.375 0.45 3.293 3.52 1.008 3.98 0.372 4 91 45.01 30.0 3.40 0.007 3.397 0.44 3.267 13.12 0.985 13.56 0.301 5 81 17.90 32.0 3.40 0.022 3.381 0.56 3.289 6.21 1.067 6.77 0.378 6 51 36.29 30.0 3.40 0.014 3.390 0.72 3.282 11.52 0.995 12.24 0.337 7 40 9.07 25.0 3.40 0.012 3.392 0.16 3.283 2.41 0.830 2.57 0.283 8 22 113.63 32.0 3.40 0.007 3.397 1.03 3.264 34.55 1.049 35.58 0.313 9 21 27.88 32.0 3.40 0.022 3.381 0,86 3.288 9.68 1.067 10.54 0.378 1 R25EX.DOC 4/9/98 get Raw 1 NE 9th Street & Monroe Avenue NE Drainage Improvement • Existing Conditions 25-Year Storm *** NOTE *** IMPERVIOUS AREA STATISTICS AGGREGATE IMPERVIOUS AREAS WITH AND WITHOUT DEPRESSION STORAGE SUMMARY STATISTICS FOR CHANNEL/PIPES MAXIMUM MAXIMUM MAXIMUM MAXIMUM TIME LENGTH MAXIMUM RATIO OF RATIO OF FULL FULL FULL COMPUTED COMPUTED COMPUTED COMPUTED OF OF SURCHARGE MAX. TO MAX. DEPTH CHANNEL FLOW VELOCITY DEPTH INFLOW OUTFLOW DEPTH VELOCITY OCCURRENCE SURCHARGE VOLUME FULL TO FULL NUMBER (CFS) (FPS) (FT) (CFS) (CFS) (FT) (FPS) DAY HR. (HOUR) (AC-FT) FLOW DEPTH -------- ------------------------- ------------------------------------------------- ---------------------- ------------------- •,� 29.75 5.52 1.50 1 4 1.50 6.11 l/ l/ 1 7.42 4.00 0.00000E+00 1.08 1.49 9.75 5.52 1.50 1 1.50 6.11 1/ 1/ 1 7.42 4.00 0.86454E+00 1.08 1.00, 3.31 4.21 1.00 .56 1.00 4.66 l/ 1/ 1 7.33 3.17 0.24443E+00 1.08 1.00 81 3.31 4.21 1.00 6.77 3.56 1.00 4.66 1/ l/ 1 7.67 0.83 0.50782E-01 1.08 1.00 91 4.68 5.96 1.00 13.53 5.03 1.00 6.60 l/ l/ 1 7.58 2.17 0.23134E+00 1.08 1.00 101 5.73 7.30 1.00 3.98 3.76 0.59 7.78 l/ 1/ 1 7.83 0.00 0.00000E+00 0.66 0.59 �y 121 0.66 3.36 0.50 3.66 0.71 0.50 3.72 l/ 1/ 1 6.83 6.42 0.99657E-01 1.08 1.00 V 40 2.6 1/ 1/ 1 7.83 �� 110 2.6 l/ l/ 1 7.83 20 20.4 l/ 1/ 1 7.83 50 3.6 1/ 1/ 1 7.33 t� �a 80 3.6 l/ 1/ 1 7.67 90 5.0 1/ l/ 1 7.58 100 3.8 1/ l/ 1 7.83 6 120 0.7 1/ l/ 1 6.83 TOTAL NUMBER OF CHANNELS/PIPES = 15 NOTE *** THE MAXIMUM FLOWS AND DEPTHS ARE CALCULATED AT THE END OF THE TIME INTERVAL Runoff simulation ended normally. SWMM 4.30 simulation ended normally. Your input file was named : r25-ex.dat Your output file was named: r25-ex.out **XXfi*Xfi**Xfii**fifififififitXXXfifiXfififiXXXfifi#fififikX*fi'kfififiX**#X* * SWMM 4.30 Simulation Date and Time Summary fi**XX*****Xx*******XXXX#Xfi Xfi*tfi***fifi**X*+fififififi**##XXXX * Starting Date. . . April 91 98 * Time. . . 15:58:11:66 * Ending Date. . . April 91 98 * Time. . . 15:58:27:92 * Elapsed Time. . . 0.267 minutes. * Elapsed Time. . . 16.001 seconds. fifiXXXXfi XXfifiXXXX*XfiXfi kfiXXX*fifififi*****fifi*X*X*fi*#***XfifiX### J R25EX.DOC 4/9/98 gef . IIIIIIIIIIIIIIIII ow aw IMF f Now W". mat IM am. (tea rrr1u NE 9th Street & Monroe Avenue NE Drainage Improvement Existing Conditions 100-Year Storm * C H A N N E L A N D P I P E D A T A +++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Input NAMEG: Drains Invert L Side R Side Intial Max Mann- Full Sequen Channel to Channel Width Length Slope Slope Slope Depth Depth ings Flow Number ID # NGTO: Type (ft) (ft) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) "N" (cfs) ------ --------------- -------- ------ ------- ------- - ------- ------- ------- 1 121 120 Circular 0.5 50.0 0.0160 0.0000 0.0000 0.0 0.0 0.0140 7.09E-01 2 101 100 Circular 1.0 200.0 0.0300 0.0000 0.0000 0.0 0.0 0.0140 6.16E+00 3 91 90 Circular 1.0 1500.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 5.03E+00 Ii 4 81 80 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 51 50 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 22 20 Circular 1.5 2500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 1.05E+01 7 21 20 Circular 1.8 750.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 2.24E+01 * S U B C A T C H M E N T D A T A SUBCATCH- CHANNEL WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR DEPRES. STORAGE(IN) INFILTRATION DECAY RATE GAGE MENT NO. OR INLET (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. --RATE(IN/HR) (1/SEC) NO. --- -- ----- ------ ----- ------- ------ ------ ------ --- -- - ------- - 1 1 121 385.00 8.83 32.00 0.1500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 2 2 110 348.00 7.98 25.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 3 3 101 666.00 10.70 30.00 0.0330 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 4 4 91 654.00 45.01 30.00 0.0250 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 5 5 81 650.00 17.90 32.00 0.0500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 6 6 51 728.00 36.29 30.00 0.0600 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 7 7 40 395.00 9.07 25.00 0.0100 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 22 884.00 113.63 32.00 0.0750 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 9 9 21 714.00 27.88 32.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 TOTAL NUMBER OF SUBCATCHMENTS. . 9 TOTAL TRIBUTARY AREA (ACRES) .... 277.29 IMPERVIOUS AREA (ACRES) ....... . . 85.70 PERVIOUS AREA (ACRES) . . . .... . ... 191.59 I TOTAL WIDTH (FEET) . ... . . .. . . .... 5424.00 k PERCENT IMPERVIOUSNESS. ......... 30.91 SUMMARY STATISTICS FOR SUBCATCHMENTS PERVIOUS AREA IMPERVIOUS AREA TOTAL SUBCATCHMENT AREA ------------------- ----------------- ------------------------- TOTAL TOTAL PEAK PEAK PEAK PEAK GUTTER SIMULATED RUNOFF TOTAL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF UNIT SUBCATCH- OR INLET AREA PERCENT RAINFALL DEPTH LOSSES RATE DEPTH RATE DEPTH RATE RUNOFF. MENT NO. NO. (AC) IMPER. (IN) (IN) (IN) (CFS) (IN) (CFS) (IN) (CFS) (IN/HR) ------------------------------------------------------------- ------------------- 1 121 8.83 32.0 3.90 0.074 3.828 0.85 3.794 3.58 1.264 4.43 0.501 2 110 7.98 25.0 3.90 0.062 3.840 0.67 3.794 2.53 0.995 3.20 0.400 3 101 10.70 30.0 3.90 0.057 3.845 0.76 3.791 4.05 1.177 4.81 0.449 4 91 45.01 30.0 3.90 0.016 3.886 0.77 3.763 15.26 1.140 16.03 0.356 5 81 17.90 32.0 3.90 0.046 3.856 0.96 3.786 7.15 1.243 8.12 0.453 6 51 36.29 30.0 3.90 0.031 3.872 1.26 3.779 13.30 1.155 14.56 0.401 7 40 9.07 25.0 3.90 0.026 3.876 0.28 3.780 2.78 0.965 3.07 0.338 8 22 113.63 32.0 3.90 0.015 3.887 1.81 3.759 40.25 1.213 42.06 0.370 9 21 27.88 32.0 3.90 0.046 3.856 1.49 3.786 11.14 1.243 12.64 0.453 ) R100EX.DOC 4/9/98 get NE 9th Street & Monroe Avenue NE Drainage Improvement Existing Conditions 100-Year Storm *** NOTE *** IMPERVIOUS AREA STATISTICS AGGREGATE IMPERVIOUS AREAS WITH AND WITHOUT DEPRESSION STORAGE SUMMARY STATISTICS FOR CHANNEL/PIPES ------------------------------------------------ ------------------------------------------------ MAXIMUM MAXIMUM MAXIMUM MAXIMUM TIME LENGTH MAXIMUM RATIO OF RATIO OF FULL FULL FULL COMPUTED COMPUTED COMPUTED COMPUTED OF OF SURCHARGE MAX. TO MAX. DEPTH CHANNEL FLOW VELOCITY DEPTH INFLOW OUTFLOW DEPTH VELOCITY OCCURRENCE SURCHARGE VOLUME FULL TO FULL NUMBER (CPS) (FPS) (FT) (CFS) (CFS) (FT) (FPS) DAY HR. (HOUR) (AC-FT) FLOW DEPTH -------- ------------------------- ------------------------------------------------- ---------------------- ------------------- 21 20.81 8.65 1.75 12.51 11.78 0.94 8.92 1/ 1/ 1 7.83 0.00 0.00000E+00 0.57 0.54 22 Ga 9.75 5.52 1.50 41.79 10.49 1.50 6.11 1/ 1/ 1 7.17 5.75 0.12486E+01 ~l: -`- 8` 51 3.31 4.21 1.00 14.41 3.56 1.00 4.66 1/ l/ 1 7.25 4.50 0.35884E+00 1.08 1.00 81 3.31 4.21 1.00 8.04 3.56 1.00 4.66 1/ 1/ 1 7.67 1.25 0.85801E-01 1.08 1.00 91 4.68 5.96 1.00 15.92 5.03 1.00 6.60 1/ 1/ 1 7.42 3.17 0.33679E+00 1.08 1.00 101 5.73 7.30 1.00 4.77 4.49 0.67 8.07 l/ l/ 1 7.83 0.00 0.00000E+00 0.78 0.67 121 0.66 3.36 0.50 4.43 0.71 0.50 3.72 1/ 1/ 1 6.75 8.92 0.14675E+00 1.08 1.00 40 3.0 l/ l/ 1 7.83 110 3.2 l/ 1/ 1 7.83 20 22.3 1/ l/ 1 7.83 50 3.6 l/ 1/ 1 7.25 80 3.6 l/ 1/ 1 7.67 90 5.0 l/ 1/ 1 7.42 100 4.5 l/ l/ 1 7.83 120 0.7 l/ l/ 1 6.75 TOTAL NUMBER OF CHANNELS/PIPES = 15 *** NOTE *** THE MAXIMUM FLOWS AND DEPTHS ARE CALCULATED AT THE END OF THE TIME INTERVAL Runoff simulation ended normally. SWMM 4.30 simulation ended normally. Your input file was named : r100-ex.dat Your output file was named: r100-ex.out * SWMM 4.30 Simulation Date and Time Summary * Starting Date. .. April 9, 98 * Time. . . 15:53:45:38 * Ending Date.. . April 91 98 * Time. . . 15:54: 2:19 * Elapsed Time. . . 0.283 minutes. * Elapsed Time.. . 17.000 seconds. R100EX DOC 4/9/98 get rr rrr r nrr �t (rt �Irt �t rir rig rr rrl � rrr r r � � � NE 9th Street & Monroe Avenue NE Drainage Improvement Future Conditions 25-Year Storm * C H A N N E L A N D P I P E D A T A kkk*x*kk+#+*x*k+kxk**xx+kk**x#k**xk+*+xk#++++kk+++kkk#+k# Input NAMEG: Drains Invert L Side R Side Intial Max Mann- Full Sequen Channel to Channel Width Length Slope Slope Slope Depth Depth ings Flow Number ID # NGTO: Type (ft) (ft) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) "N" (cfs) ------ --------------- -------- ------ ------- ------- -------- ------- ------- ------- ----- ----- 1 121 120 Circular 0.5 50.0 0.0160 0.0000 0.0000 0.0 0.0 0.0140 7.09E-01 2 101 100 Circular 1.0 200.0 0.0300 0.0000 0.0000 0.0 0.0 0.0140 6.16E+00 3 91 90 Circular 1.0 1500.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 5.03E+00 4 81 80 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 5 51 50 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 20 Circular ~- 1.5 2500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 1.05E+01 7 21 20 Circular 1.8 750.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 2.24E+01 * S U B C A T C H M E N T D A T A kk+*x+++**xx*k*xx*+**x*k**x#xk**+xk**++#+*+*++*+*x* SUBCATCH- CHANNEL WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR DEPRES. STORAGE(IN) INFILTRATION DECAY RATE GAGE MENT NO. OR INLET (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. RATE(IN/HR) (1/SEC) NO. MAXIMUM MINIMUM --- --- ---- ------ ------ ----- ------- ------ ------ ------ ---- ---- 1 1 121 385.00 8.83 37.00 0.1500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 2 2 110 348.00 7.98 30.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 3 3 101 666.00 10.70 35.00 0.0330 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 4 4 91 654.00 45.01 35.00 0.0250 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 5 5 81 650.00 17.90 37.00 0.0500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 6 6 51 728.00 36.29 35.00 0.0600 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 7 7 40 395.00 9.07 30.00 0.0100 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 0 8 22 884.00 113.63 37.00 0.0750 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 9 9 21 714.00 27.88 37.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 TOTAL NUMBER OF SUBCATCHMENTS. . 9 TOTAL TRIBUTARY AREA (ACRES) .. . . 277.29 IMPERVIOUS AREA (ACRES) ...... . .. 99.56 PERVIOUS AREA (ACRES) .. . .... . . .. 177.73 TOTAL WIDTH (FEET) . ... . . .... .... 5424.00 PERCENT IMPERVIOUSNESS. . .... ... . 35.91 SUMMARY STATISTICS FOR SUBCATCHMENTS PERVIOUS AREA IMPERVIOUS AREA TOTAL SUBCATCHMENT AREA ------------------- ----------------- ------------------------- TOTAL TOTAL PEAK PEAK PEAK PEAK GUTTER SIMULATED RUNOFF TOTAL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF UNIT SUBCATCH- OR INLET AREA PERCENT RAINFALL DEPTH LOSSES RATE DEPTH RATE DEPTH RATE RUNOFF MENT NO. NO. (AC) IMPER. (IN) (IN) (IN) (CFS) (IN) (CFS) (IN) (CFS) (IN/HR) -------------------------------------------------------------------------------------------------------------------- 1 121 8.83 37.0 3.40 0.041 3.363 0.53 3.294 3.60 1.245 4.13 0.468 2 110 7.98 30.0 3.40 0.033 3.371 0.41 3.294 2.64 1.011 3.04 0.381 3 101 10.70 35.0 3.40 0.030 3.374 0.45 3.291 4.10 1.171 4.55 0.425 4 91 45.01 35.0 3.40 0.008 3.396 0.44 3.263 14.93 1.147 15.37 0.341 5 81 17.90 37.0 3.40 0.024 3.380 0.55 3.287 7.13 1.231 7.69 0.429 6 51 36.29 35.0 3.40 0.015 3.389 0.72 3.280 13.27 1.158 13.98 0.385 7 40 9.07 30.0 3.40 0.013 3.391 0.16 3.280 2.85 0.993 3.01 0.332 22 113.63 37.0 " 3.40 0.007 3.396 1.02 3.260 38.95 1.211 39.97 0.352 9 21 27.88 37.0 3.40 0.024 3.380 0.86 3.287 11.11 1.231 11.97 0.429 J R25FU.DOC 4/9/98 gef NE 9th Street & Monroe Avenue NE Drainage Improvement Future Conditions 25-Year Storm *** NOTE *** IMPERVIOUS AREA STATISTICS AGGREGATE IMPERVIOUS AREAS WITH AND WITHOUT DEPRESSION STORAGE SUMMARY STATISTICS FOR CHANNEL/PIPES ------------------------------------------------ ------------------------------------------------ MAXIMUM MAXIMUM MAXIMUM MAXIMUM TIME LENGTH MAXIMUM RATIO OF RATIO OF FULL FULL FULL COMPUTED COMPUTED COMPUTED COMPUTED OF OF SURCHARGE MAX. TO MAX. DEPTH CHANNEL FLOW VELOCITY DEPTH INFLOW OUTFLOW DEPTH VELOCITY OCCURRENCE SURCHARGE VOLUME FULL TO FULL NUMBER (CFS) (FPS) (FT) (CFS) (CFS) (FT) (FPS) DAY HR. (HOUR) (AC-FT) FLOW DEPTH -------- ------------------------- ------------------------------------------------- ---------------------- ------------------- 21 20.81 8.65 1.75 11.97 11.27 0.92 8.82 1/ l/ 1 7.83 0.00 0.00000E+00 0.54 0.52 �."'9.75 5.52 1.50 39.90 10.49 1.50 6.11 1/ 1/ 1 7.25 5.67 0.11996E+01 1.08 1.00 It 51 3.31 4.21 1.00 13.96 3.56 1.00 4.66 1/ 1/ 1 7.25 4.42 0.33613E+00 1.08 1.00 81 3.31 4.21 1.00 7.69 3.56 1.00 4.66 1/ 1/ 1 7.67 1.08 0.76004E-01 1.08 1.00 91 4.68 5.96 1.00 15.34 5.03 1.00 6.60 l/ 1/ 1 7.50 3.08 0.32490E+00 1.08 1.00 101 5.73 7.30 1.00 4.55 4.29 0.65 8.01 1/ 1/ 1 7.83 0.00 0.00000E+00 0.75 0.65 121 0.66 3.36 0.50 4.13 0.71 0.50 3.72 1/ 1/ 1 6.75 8.50 0.12969E+00 1.08 1.00 40 3.0 l/ l/ 1 7.83 110 3.0 l/ l/ 1 7.83 20 21.8 l/ l/ 1 7.83 50 3.6 1/ l/ 1 7.25 80 3.6 1/ 1/ 1 7.67 90 5.0 1/ 1/ 1 7.50 100 4.3 l/ 1/ 1 7.83 120 0.7 l/ 1/ 1 6.75 TOTAL NUMBER OF CHANNELS/PIPES = 15 *** NOTE *** THE MAXIMUM FLOWS AND DEPTHS ARE CALCULATED AT THE END OF THE TIME INTERVAL Runoff simulation ended normally. SWMM 4.30 simulation ended normally. Your input file was named : r25-fu.dat Your output file was named: r25-fu.out *kfi##*#fifififififikfifik**fi**fi##fit###*fifi**#fi*#*fi###**fi***fififi* * SWMM 4.30 Simulation Date and Time Summary #fi#*kfififi*kkfikk**fi*fifi####fifififififififififi***#####fifi*kkk*fififififi * Starting Date.. . April 3, 98 * Time. . . 14:26:54:38 * Ending Date. .. April 3, 98 * Time. .. 14:27: 4:71 * Elapsed Time. .. 0.167 minutes. * Elapsed Time. . . 9.999 seconds. ###k*kkfifififififi*#fi*fifi##fififififififififikk4fifi#######fi*fifikk#fififi#fix R25FU.DOC 4/9/98 gel NE 9th Street & Monroe Avenue NE Drainage Improvement Future Conditions 100-Year Storm *YR4*Yx*xRRfR«*«x#***R*x**##f#x*kYR*xxf*Y*****f*xxx**RRk* * C H A N N E L A N D P I P E D A T A **««xxf#fR*xx#**x**k#f«**x#f*«****k*x#*****RxxR#**#*#*«kx Input NAMEG: Drains Invert L Side R Side Intial Max Mann- Full Sequen Channel to Channel Width Length Slope Slope Slope Depth Depth ings Flow Number ID # NGTO: Type (ft) (ft) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) "N" (cfs) ------ --------------- -------- ------ ------- ------- -------- ------- ------- ------- ----- ----- 1 121 120 Circular 0.5 50.0 0.0160 0.0000 0.0000 0.0 0.0 0.0140 7.09E-01 2 101 100 Circular 1.0 200.0 0.0300 0.0000 0.0000 0.0 0.0 0.0140 6.16E+00 3 91 90 Circular 1.0 1500.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 5.03E+00 4 81 80 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 5 51 50 Circular 1.0 500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 3.56E+00 22 20 Circular 1.5 2500.0 0.0100 0.0000 0.0000 0.0 0.0 0.0140 1.05E+01 21 20 Circular 1.8 750.0 0.0200 0.0000 0.0000 0.0 0.0 0.0140 2.24E+01 * S U B C A T C H M E N T D A T A SUBCATCH- CHANNEL WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR DEPRES. STORAGE(IN) INFILTRATION DECAY RATE GAGE MENT NO. OR INLET (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. RATE(IN/HR) (1/SEC) NO. MAXIMUM MINIMUM --- --- ---- ------ ------ ----- ------- ------ ------ ------ ------ ---- ------- ------- ------ 1 1 121 385.00 8.83 37.00 0.1500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 2 2 110 348.00 7.98 30.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 3 3 101 666.00 10.70 35.00 0.0330 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 4 4 91 654.00 45.01 35.00 0.0250 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 5 5 81 650.00 17.90 37.00 0.0500 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 6 6 51 728.00 36.29 35.00 0.0600 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 7 7 40 395.00 9.07 30.00 0.0100 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 " 884.00+� 113.63 37.00 0.0750 0.011 �: 1.) 000 1.00 0.50 0.00115 1* IF 9 21 714.00 27.88 37.00 0.1000 0.011 0.200 0.000 0.000 1.00 0.50 0.00115 1 TOTAL NUMBER OF SUBCATCHMENTS.. 9 TOTAL TRIBUTARY AREA (ACRES) .. . . 277.29 IMPERVIOUS AREA (ACRES) ... .. . . . . 99.56 PERVIOUS AREA (ACRES) .. . ....... . 177.73 TOTAL WIDTH (FEET) ..... .... . . ... 5424.00 PERCENT IMPERVIOUSNESS. .. . . . .... 35.91 SUMMARY STATISTICS FOR SUBCATCHMENTS PERVIOUS AREA IMPERVIOUS AREA TOTAL SUBCATCHMENT AREA ------------------- ----------------- ------------------------- TOTAL TOTAL PEAK PEAK PEAK PEAK GUTTER SIMULATED RUNOFF TOTAL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF UNIT SUBCATCH- OR INLET AREA PERCENT RAINFALL DEPTH LOSSES RATE DEPTH RATE DEPTH RATE RUNOFF . MENT NO. NO. (AC) IMPER. (IN) (IN) (IN) (CFS) (IN) (CFS) (IN) (CFS) (IN/HR) -------------------------------------------------------------------------------------------------------------------- 1 121 8.83 37.0 3.90 0.078 3.825 0.84 3.792 4.13 1.452 4.97 0.563 2 110 7.98 30.0 3.90 0.065 3.837 0.66 3.792 3.03 1.183 3.69 0.462 3 101 10.70 35.0 3.90 0.060 3.842 0.74 3.789 4.71 1.365 5.45 0.510 4 91 45.01 35.0 3.90 0.017 3.885 0.77 3.758 17.40 1.327 18.17 0.404 5 81 17.90 37.0 3.90 0.049 3.853 0.95 3.784 8.22 1.431 9.17 0.512 6 51 36.29 35.0 3.90 0.032 3.870 1.25 3.777 15.34 1.343 16.60 0.457 7 40 9.07 30.0 3.90 0.028 3.874 0.28 3.777 3.30 1.153 3.58 0.395 8 ,: ::22 113.63 37.0 3.90 0.016 3.886 1.81 3.754 45.44 1.399 47.24 0.416 9 21 27.88 37.0 3.90 0.049 3.854 1.47 3.784 12.81 1.431 14.28 0.512 R25FU.DOC 4/9/98 gel - rrr rr r n■r ri �r Ir rh � �? � � � � !� � � � � NE 9th Street & Monroe Avenue NE Drainage Improvement ` Future Conditions 100-Year Storm *** NOTE *** IMPERVIOUS AREA STATISTICS AGGREGATE IMPERVIOUS AREAS WITH AND WITHOUT DEPRESSION STORAGE SUMMARY STATISTICS FOR CHANNEL/PIPES MAXIMUM MAXIMUM MAXIMUM MAXIMUM TIME LENGTH MAXIMUM RATIO OF RATIO OF FULL FULL FULL COMPUTED COMPUTED COMPUTED COMPUTED OF OF SURCHARGE MAX. TO MAX. DEPTH CHANNEL FLOW VELOCITY DEPTH INFLOW OUTFLOW DEPTH VELOCITY OCCURRENCE SURCHARGE VOLUME FULL TO FULL NUMBER (CFS) (FPS) (FT) (CFS) (CFS) (FT) (FPS) DAY HR. (HOUR) (AC-FT) FLOW DEPTH -------- ------------------------- ------------------------------------------------- ---------------------- ------------------- 21 20.81 8.65 1.75 14. 13 3 1.02 9.18 1/ 1/ 1 7.83 0.00 0.00000E+00 0.64 0.58 `2 9.75 5.52 1.50 1.50 6.11 1/ 1/ 1 6.92 8.00 0.16892E+01 1.08 1.00 51 3.31 4.21 1.00 1.00 4.66 1/ 1/ 1 6.92 6.50 0.48946E+00 1.08 1.00 81 3.31 4.21 1.00 9.10 3.56 1.00 4.66 1/ 1/ 1 7.58 1.58 0.12173E+00 1.08 1.00 91 4.68 5.96 1.00 18.06 5.03 1.00 6.60 l/ 1/ 1 7.33 4.50 0.47475E+00 1.08 1.00 101 5.73 7.30 1.00 5.43 5.11 0.74 8.25 1/ 1/ 1 7.83 0.00 0.00000E+00 0.89 0.74 121 0.66 3.36 0.50 4.97 0.71 0.50 3.72 l/ l/ 1 5.83 12.25 0.18209E+00 1.08 1.00 40 3.5 l/ 1/ 1 7.83 110 3.7 l/ l/ 1 7.83 20 23.8 l/ 1/ 1 7.83 50 3.6 1/ l/ 1 6.92 80 3.6 l/ l/ 1 7.58 90 5.0 1/ l/ 1 7.33 100 5.1 1/ l/ 1 7.83 120 0.7 1/ 1/ 1 5.83 TOTAL NUMBER OF CHANNELS/PIPES = 15 *** NOTE *** THE MAXIMUM FLOWS AND DEPTHS ARE CALCULATED AT THE END OF THE TIME INTERVAL Runoff simulation ended normally. SWMM 4.30 simulation ended normally.Your input file was named : r100-fu.dat i h M ax �� May Your output file was named: r100-fu.out xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxx * SWMM 4.30 Simulation Date and Time Summary * ' C t I•� `_,/ /J .xx.xxxx.x.xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx `� �/ zj * Starting Date. . . April 3, 98 * Time. . . 13: 3:42:97 * Ending Date. . . April 3, 98 * Time. . . 13: 3:54: 7 * Elapsed Time. . . 0.200 minutes. * Elapsed Time... 12.001 seconds. xxxxxxxrxxxxxxxxxxtxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx S w�o Z Z R25FU.DOC 4/9/98 gef �5 1� �t �J E d,. ( OL�r r� Marc _ Ye s Re;jk# 1 .3rr �.1 z Frc r- tj 0,7 7 F r* � b PIa 5 chdymc l yr e Vw3 c - NJa R { l Nllt? .1 N110 11 5or jf & -Ye 5 lei P105 A/0 �w. lvliv 35500 c►�t �c���c " 3.a 100 • ckclo l soI(.6 0rjC yes � Ada A/ 90 54)k4 c4l e -- Yes I i i I • • S 35500 M A K L Qs1A�► Full ' or Des►tn iN �,� J�rcharge FIQo 'n9 Fret6vl 12I 0. t�fo �},91 0 0.1 Ye 5 No 4. yes No Q,> Far 404 Z 1101 3.1y 3' ` l �cs NO 2- 5Fr 3 s 95 � - ly y 91 t 9C1 Its hs 1; 601 SS CO 5 70 �ri 0 10 B q22 x 9 ZI 11'S � 20 L 1*2� R ' ' 'O 5�C) 0.1 N Future Z a4 a� �5 e 120 NE 11th St. 6- T Sv �dfih .L. 17 �laWf I10 105 I QQ NE 10th St. 95� i�, C, 90 NE 9th St. am 85 9• X0 3 •�i 13.3 Q E 3 Q, o so < W W = O E E Y 2 75 CO Q U �— NE 7th St.—s = Y N X0 00 10 L 5 20 25 30 35 40 45 50 S5 60 65 70 0 o LL u m to•5 0 0 r Legend o 10 Node N 5 Conduit m Figure 4 M 0 Basin SWMM Model Schematic MEMORANDUM TO: Gary Schimek, City of Renton FROM: Stacey Clear DATE: April 9, 2001 SUBJECT: XP-SWMM files The following is a description of the pertinent XP-SWMM files used for the NE 7`' Street/Monroe Stormwater Improvements Project. These files were created using XP-SWMM 2000 (version 7.0). The ".xp" extension on some files represents the main file that can be brought up within the program itself. The ".out" file is the output file that describes the modeled results in great detail. The output files can be read in NotePad, WordPad, Mircosoft Word or any other text based program. These output files are separated into two sections. The "R"tables pertain to the runoff portion of the model and the"E"tables refer to the extran or hydraulic (routing)portion of the model. Useful tables include Table E9 which describes surcharge conditions that may exist under that particular run and table E10 which depicts the flow rates and available capacity for each pipe. Should you have any questions regarding these tables, please feel free to contact us. Files Used for NE 7`' St./Monroe Improvements Project • Existing2yr.xp—Uses 2-year storm event, existing pipe sizes and inverts (from survey) and models from Monroe down to Houser Way intersection(but excludes ponds in this vicinity). Runoff characteristics taken straight from Entranco's August 1, 2000, report titled"Final Pre-Design Technical Memorandum." • Existing I Oyr.xp—Uses 10-year storm event, existing pipe sizes and inverts (from survey) and models from Monroe down to Houser Way intersection(but excludes ponds in this vicinity). Runoff characteristics taken straight from Entranco's August 1, 2000, report titled"Final Pre-Design Technical Memorandum." • Existing25.xp—Uses 25-year storm event, existing pipe sizes and inverts (from survey) and models from Monroe down to Houser Way intersection(but excludes ponds in this vicinity). Runoff characteristics taken straight from Entranco's August 1, 2000, report titled"Final Pre-Design Technical Memorandum." • Existing I 00yr.xp—Uses 100-year storm event, existing pipe sizes and inverts (from survey) and models from Monroe down to Houser Way intersection(but excludes ponds in this vicinity). Runoff characteristics taken straight from Entranco's August 1, 2000,report titled"Final Pre-Design Technical Memorandum." • EntrancoFut2.xp—Uses 2-year storm event, future pipe sizes as recommended by Entranco in their August, 2000, Pre-Design Report and models project area(from Monroe to Houser Way, excluding ponds in this area). • EntrancoFutI O.xp—Uses 10-year storm event, future pipe sizes as recommended by Entranco in their August, 2000, Pre-Design Report and models project area(from Monroe to Houser Way, excluding ponds in this area). • EntrancoFut25.xp—Uses 25-year storm event, future pipe sizes as recommended by Entranco in their August, 2000, Pre-Design Report and models project area(from Monroe to Houser Way, excluding ponds in this area). • EntrancoFut I 00.xp—Uses 100-year storm event, future pipe sizes as recommended by Entranco in their August, 2000, Pre-Design Report and models project area(from Monroe to Houser Way, excluding ponds in this area). • E_S—Improve24.xp—This run was saved from the "EntrancoFut25.xp" file (25-year storm, future pipe sizes). Link 15 representing the pipe between Aberdeen and Sunset was changed from a 21"to a 24"pipe. In addition, the "dummy"pipe from Basin 8 was changed from Entranco's original 18"pipe to a 36"pipe so that no surcharge would occur in the runoff mode for this pipe (i.e. all water from Basin 8 allowed to move downstream). • Downexisting.xp—Models 25-year storm with existing pipe sizes and inverts (as determined from as-builts and survey info) from Monroe down to Lake Washington Boulevard SE,just prior to the first pond near Lake Washington. Both parallel pipes down Garden Way (48-inch and 72-inch) were modeled. The runoff characteristics upstream of Houser were taken directly from Entranco's August, 2000, Pre-Design Report. Runoff characteristics downstream of the Houser and NE 7`h Street intersection were determined by simulating runoff characteristics shown in Entranco's October 1, 1991 "Garden Avenue Drainage Study." • Downfuture.xp—Models 25-year storm with existing pipe sizes and inverts(as determined from as-builts) from Houser down to Lake Washington Boulevard SE,just prior to the first pond near Lake Washington. Upstream of the Houser intersection, Entranco's recommended future pipe sizes were used. The runoff characteristics upstream of Houser were taken directly from Entranco's August, 2000, Pre-Design Report. Runoff characteristics downstream of the Houser and NE 7`h Street intersection were determined by simulating runoff characteristics shown in Entranco's October 1, 1991 "Garden Avenue Drainage Study." • calib13.xp—Model attempt to calibrate to flow meter data using January 13-14, 2001 storm which equated to 0.35"in 24 hours. i MEMORANDUM TO: File FROM: Stacey Clear DATE: February 2, 2001 SUBJECT: Renton Modeling Results The following is a summary on the Renton modeling process to date. Data Acquisition • Obtained DOS SWMM related files from Entranco regarding the NE 9th Street and Monroe Avenue NE project(Final Pre-Design Technical Memorandum dated August 1, 2000). Both"existing"and "future conditions without upstream detention" files for the 25-year storm were used for this model. The pipes begin at approximately NE 1 Ith Street and Monroe and end at the intersection of NE 7th Street and Aberdeen Avenue. • Obtained one runoff and one extran data file from Entranco(through the City of Renton)that was used with a 3.0 Version of SWMM. These files represented flow coming in from an area south of NE 7th St. This model was used for the Garden Avenue Drainage Study dated October 1, 1991. • Acquired invert and rim elevations for the manholes east of I-405 (along NE 7th Street) from the "Houser Way North Relocation"plans dated March 21,1994. Model Revisions • We were unable to convert the 3.0 version SWMM data into XP-SWMM2000(Version 7.0). Conversations with Entranco personnel revealed that the Garden Avenue Drainage Study used a basic hydrograph method to determine the amount of runoff for each modeled basin instead of using the SWMM program. Since we could not convert the data directly into SWMM,we used the acreage and time of concentration data from the Garden Ave. Study to create basins with similar characteristics; (i.e similar peak flows and volumes). Table 1 below describes the similarities. Table 1 Peak Flows and Volumes for Each Model Basin 10 Basin 16 Entranco G&O Entranco G&O Peak Flow (cfs) 18.18 20.7 31.1 36.1 Volume(cf) 509,820 510,284 771,079 772,229 February 2, 2001 Page 2 • In combining the Monroe Avenue modeled flows (Year 2000) and the southern flows (Year 1991), we received inconsistent results. This was due to the use of two different routing methods. The Monroe Avenue flows were modeled using an older routing method which was utilized in the Version 4.0 model of SWMM. Using this method for the entire combined model results in pipes with infinite velocities. We chose the default"Dynamic Wave'routing method to be used for the entire model. This resulted in slightly lower flows for the Monroe Avenue portion of the system(see Table 2 below). Table 2 Flow Differences between Routing Methods Pipe Label Flow Using Default Flow Using Original Difference Change Routing Method(cfs) Routing Method(cfs) (cfs) (%) 15 42.0 43.2 -1.2 -2.8 25 21.1 21.9 -0.8 -3.7 35 21.1 21.9 -0.8 -0.9 45 19.1 19.3 -0.2 -1.0 55 15.6 16.5 -0.9 -5.5 65 15.7 16.8 -1.1 -6.5 75 15.7 17.0 -1.3 -7.6 85 12.3 14.6 -2.3 -15.7 95 7.2 8.6 -1.4 -16.0 105 3.3 3.8 -0.5 -13.0 115 1.3 0.8 +0.5 +62.0 Current Results • Using the modeling assumptions stated above, the peak flows and surcharge volumes for the western most manhole at the Howser Way and NE 7th Street intersection are as shown-in Table 3. Table 3 q'5,;JVbn p fflo 4U Current Model Results ' Pipe Label Pipe Capacity(cfs) Existing Flow Future Flow(cfs) (cfs) 48 (42-inch pipe) 225 88.6 96.2 The model also showed an increase of less than one-third of a cubic foot increase within the manhole. Tasks to Be Completed • Verify invert elevations for manholes in the Houser/7th Street intersection. • Verify modeling parameters by inserting rainfall information(obtained from City rain gauge) into the model and comparing the modeled results to actual flow meter data. 12 ''5110 1� & 1000 1 �9 I EI I meeting 666 intersect / •-47 `'---63 0 10 /20 30 40E-150 60 70 7�749 56 57, '53 52 5g Pond a\� ( Y-555-0 J S Swale South Q XP-SWM 2MM10th Street 02/05/01 Version 7.10 Future Conditions 25-Year Storm Copyright(c)XP Software Page 1/1 Licenced To: Gray&Osborne[42-700-1651] =a. AGO\91024-20\91024-20.MG 09-20-91 FfK 0 0.25 LEGEND MILE No. BASIN NUMBER BASIN BOUNDRAY ......•. SHEET FLOW 1 --- SHALLOW CONCENTRATED FLOW P\ — low PIPE FLOW L 1 IEs I I F i Al Figure 2 ENTRANCO DRAINAGF BASINS A.2 City Of Renton 91h Street/Monroe Avenue Storm Drainage Project — Design Alternatives Monroe Avenue Recommended Alternative - Install 2500 lineal feet of new storm drain approximately 6 feet west of the roadway centerline. Install new catch basins, manholes, and overlay 11-foot lane immediately west of roadway centerline. Leave existing system in place to serve various roof/yard drain connections. These drains, approximately 5, could also be connected to the new trunk and the existing system abandoned in place. Another feasible alternative is to install in the existing location. For both alternatives, two travel lanes, 11 feet in width can be maintained on the east side for traffic movement. Cost estimates include installing new catch basins at all intersection corners and existing mid-block locations, re-constructing curb and gutter behind all new catch basins, and overlaying all intersections to approximately 40 feet from centerline of intersection, all directions. Recommended Alternative - $ 464,000 Existing Location Alternative- $ 538,000 Avoids 2-inch gas line 1100 feet of 2-inch gas line may be relocated New system can be installed with minimum cover Old system must be removed and wastehauled New construction yields higher production Removing old system slows production Low potential to impact existing curb and gutter High potential to impact existing curb and gutter Creates two systems to maintain Results in only one system to maintain 7th Street Construction issues for this portion of the project include sandy material; concrete panels under roadway; narrow collector road; substandard curbs and sidewalks; waterline near north gutter east of Harrington; sanitary sewer under south sidewalk east of Ferndale Place; sanitary sewer underneath middle of the road; water underneath westbound lane; gas underneath eastbound lane; and narrow right-of-way(50 feet) east of Harrington. Recommended Alternative (No. 1)—install 4000 lineal feet of storm drain along the north gutterline. Alternative No. 2 would install drainpipe along the south gutterline. Alternative No. 3 would install drainpipe behind the south sidewalk. All alternatives will 03/12/01 1 connect to the existing brick manhole at Aberdeen and 7ch Street. From Ferndale Place NE to Monroe, the alignment is identical for all three alternatives due to utility constraints. Only one location is feasible east of Harrington—in the travel lane(s). East of Kirkland Avenue, the new storm drain will replace the existing and will be installed directly under the sidewalk for a short distance on the north side of the road. Otherwise, the existing storm drain line will remain in service to serve various roof/yard drain connections. Where storm drains are installed in the gutterline, a half-street overlay(16 feet)will be performed. New vertical barrier curb and 5' sidewalk will be installed where drainpipe is installed underneath sidewalk or gutter. At intersections, new curb, gutter, and sidewalk will be installed around the curb returns where new basins are installed. We recommend the use of a vertical barrier curb rather than vertical curb and gutter in order to avoid regrading of roadway. In general, new catch basins will be added at intersections and approximately every 300 feet to collect runoff in the gutters. Traffic control will be an issue due to the narrow width of the road. A fourth alternative would be to install the trunk line in the existing location. This alternative was deemed impractical because some portions are not located within the public right-of-way, abandonment in place is not possible because the new system will likely be near the same depth in some locations, and excavation and removal would be expensive and may create significant restoration costs on adjacent private properties due to the depth of this existing system. Alternative No. 1 - $ 1,123,000 Alternative No. 2 - $ 1,160,000 Alternative No. 3 - $ 1,133,000 Proposed Alternative-North Gutter South Gutter Behind South Sidewalk Avoids removal of existing system Avoids removal of existing system Avoids removal of existing system Minimizes disturbance to landscaping Minimizes disturbance to landscaping Significant disturbance to landscaping, water meters, driveways, and other improvements within the right-of-way New curb, sidewalk and half-street overlay New curb, sidewalk and half-street overlay New curb and sidewalk west of required west of Harrington required west of Harrington Harrington; pavement restoration of only 4 feet from new curb May require demolition of concrete panels May require demolition of concrete panels Avoids concrete road panels For trench backfill, the costs include only backfill in the typical trench section, not additional backfill due to caving of the trench. Costs estimates do not include moving utility poles, although some poles may need to be moved if Alternative No. 3 is chosen. Costs estimates include relocation of water meters. All available information indicates that conflicts with sanitary side sewers are minimal, and therefore,no costs were included for this item. It is assumed that adjustment of non-gravity service lines such as gas and water will not be necessary or will be incidental to the work. 03/12/01 2 40 SWP 27-2o51 PAIRInc AYR r� f 2 October 1991 21991 Richard Anderson CITY OF RENTON Utility Systems Manager Engineering Dep�- City of Renton Attached is a copy of Entranco' s "Garden Avenue Drainage Study" for your review. A formal review meeting has been scheduled with Entranco, SSOE, PACCAR and Renton staff for the 3rd of October at 7 : 30AM in the 6th floor conference room. Roger Lohmolder 4C Director of Manufacturing Engineering cc : Bill Stalzer - Renton Gregg Zimmerman - Renton Randall Parsons - Renton Dick Bangert - PACCAR w/o attachment Bob Butler - PACCAR Gary Ostle - PACCAR P.O. Box 1518 Bellevue,Washington 98009 Telephone(206)455-7400 Business Center Building 777-106th Avenue N.E. Bellevue,Washington 98004 Facsimile 206-453-4900