Loading...
HomeMy WebLinkAboutSW8030720_Design Calculations (Pipes 1)_20210825Hydraflow Storm Sewers Extension for Autodesk@ Civil 3D@ Plan C) I Iffn I I Project File: Pipe Flow to FES-1.stm Number of lines: 17 1 Date: 8/24/2021 Storm Sewers v2019.20 Line Profile (Line 1) - 1 Page 1 of 1 Line 1 - I Elev (ft,) 16.100 — -1 16. 'Do JE E: ...... . . .................. 110.100 — 'I D.100 7'. DO ......................................................................................... .......................................................................................... ................................................................ TOD 4.100 ------------ �% 4.100 2,6.94:0-Lf 3 6' @ 0,.,3,0,% .................................... ................................................. n, 2 11.100 1 1 1 .1.100 ID 5 1 ID 15 210 2,5 3D 35 40 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 1 36.73 4.00 4.08 3.00 3.00 4.19 7.92 8.00 8.27 5.20 5.20 0.08 5.13 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 2) - 2 Page 1 of 1 Line.2 -2 Elev (ft,) 16.100 — -1 16. 'Do 13.100 — ........................... 13.100 'Do — ................ ....... ....... .................. ............ .... ................. .. 'Do 7.100 — 000000009 .......... ................... ................. T .......................... ...... . ..... .............................................. .............................................. .................... . ................ ............................................. 1 1 , TOD 4.100 — 777 .............................................. .................................. .......... 61,81OU 0 47"N 36 .......................... I n 11.100 1.100 ID 5 1 ID 15 21D 2,5 30 35 40 45 5D 55 K 65 TO 75 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 2 36.95 4.08 4.37 3.00 3.00 4.73 8.27 8.46 9.10 5.23 5.23 5.13 4.39 Project File: FNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 3) - 3 Page 1 of 1 Line 3 - 3 Sev (ft), 16.100 — -1 16. 'Do 13.100 — ...................... 11 ...... 13.100 'T 'I ID. 'Do — .... . ....... ........ ..... .... .. .. .. ....... ....... ........ ........ ....... ..... ........ ................... ................ ....... To 110.100 7.100 milli' ............... 71— — , TOD 4.100 71,11 1 36:0-0 OU - 36" 0.. 3 3' ��777 4.100 � In, �,,::J '2 n i=�, 4 1.1DID — 1.100 ID 11 D 210 30 40 5D 80 70 K '90 11 DO 11 D 1 21D 130 11,40 115D 11 1&0 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 3 14.71 4.37 4.82 3.00 3.00 4.41 9.10 9.16 9.23 2.08 2.08 4.39 4.44 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 4) - 4 Page 1 of 1 Line 4 - 4 Elev (ft,) 16.100 — -1 16. 'Do J, E���4 2 13.100 — . ........... ................. . ...... . ................... . ....................... F— 13.100 1 11 . ............... 1-1 'Do — ..... . ... ...... ... 7 . ............. ......... . . . .................. ........... . .. ............ C 7 'I ID. 'Do 7.1010 — . — ............ ....................................... ................................ TOD FF 4.100 — ..................... II. I. ... — ......... r"l lr-% A 0, U L I - U, U oil .................................. JIU, 10 r I�� ��4.101D 11.100 1.100 ID 5 '1 D 15 210 2,5 30 15 410 45 5D 55 ED 165 70 75 SO 85 90 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 4 15.03 4.82 5.26 3.00 3.00 4.05 9.23 9.27 9.31 2.13 2.13 4.44 2.84 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 5) - 5 Page 1 of 1 Line 5 - 5 Sev (ft), D 2 b , F 11­3 12. 'Do 'Do ............ 1 ID. 'Do ................... ... ................ ................... ................. .................. ................... .......... ......... 'Do . . . . .......................................I . . .....................................................I I . ... . ............................................... ..............................................I . . , 1, 0'. O'D 16. 1 10 . . . . . . . . . . . . . . . . . ................... .......... .....................................I ........... — . .......... In M 105,32OU -24 Cq 0.51"0/ , a 4.100 4 4.100 2. DO 2.100 ID 1 ID 21D 3D 40 5D &0 70 SO 9D 11 DO 11 ID 1 21D 13D Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 5 9.97 5.26 5.80 2.00 2.00 3.87 9.31 9.51 9.67 3.17 3.17 3.84 3.30 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Hydraflow Storm Sewers Extension for Autodesk@ Civil 3D@) Proj. file: Pipe Flow to FES-1.stm Elew (M IGM 13JOID IOLOO 7-00 4-00 "MIG-16 —1914 ............. .... ............... .. . ...... ................ ................................. ................ ... ........... ............. ....... ..................... . ................................................... ............... ...... ................. ........................ ..... ............... .................................................. . . ........................................................ MLMU ....................................................... ...... ........... . M .............................. - Iff- @ . ............................. .................................................................. 0-49% .................................................... . ....... Sub3WOCM1112WRUP5111M� IGM 13-00 IGLOO 7JO0 COO -- liao 100 Ila 120 130 RMKh (M) Storm Sewers Line Profile (Line 7) - 7 Page 1 of 1 Line'7 -7 S ev (ft), 13.100 D 4 Di. -5 ...................... '9 OJD — ... ....... ... ...... ........... ........ 9.100 ........... .................. ................. ............. .... ........ .. ..... . ......... 7.1010 — . ...... ... .................. 7.100 . ......................................... - - --- -------------------- W . ............................................ . ............................................ ....................................................... ...................................... . ................... 101,140U N1 - 15, @ 0.4:9% ................................ ,5. OJD — — 5. GO IGO — 3.100 ID "I ID 210 3D 40 5D &0 70 SO 9D 1 DD 11,11 ID 1 21D 13D Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 7 2.57 6.32 6.83 1.25 1.25 3.41 10.01 10.17 10.24 2.10 2.09 3.09 2.02 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 8) - 8 Page 1 of 1 Line 8 - 8 Sev (ft), 16.100 — -1 16. 'Do ID ,'l IF, '13.100 'I ID. 'Do ... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... .......... ............................................... .......... ....... ID. 'Do 7.110,10 TOD ............................... . I. - ............... 11 '3.,,0, ................. . ......................... - ............. — .... ............................... 0., 2 5% .......... I ............... 4. ................. IJ P 1=1 L r ii �­Z, 11.100 '11.100 ,D 1 D 210 3D 40 50 ED 70 SID 9D TOO 111D 121D 13D 11,40 115D 180 1170 1180 1,9D 2100 2,11D 2210 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 8 17.78 4.37 4.85 3.00 3.00 4.53 9.10 9.24 9.38 2.52 2.52 4.39 3.91 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 9) - 9 Page 1 of 1 Line 9 - 9 S ev (ft), 16.100 — -1 16. 'Do DO — 13.100 'Do — ...... ................. .................. ...... 'Do 7.100 TOD 4. 100 . ............................................. i, jr, n i i nj, f ...... .......................................... too too ID 'I ID 21D 30 40 5D 'ED 70 SO 90 1 DO 1110 '1 21D 13D 11410 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 9 12.34 5.05 5.57 3.00 3.00 3.92 9.38 9.42 9.49 1.75 1.75 3.71 3.43 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 10) - 10 Page 1 of 1 Line 10 - 10 Elev (ft,) ............................. '111.100 — 7 .. ....... ......... .... ....... . ---1 "I_= W" . 7 1.1DO 7 8.1011D - .. .. ..................... 1 . ..................... .................................... ................................... I ...... - - Zio .............................. . ......................... ................................... .......................... 570- 2. DO 2.100 ,D 5 1 D 15 210 25 30 35 410 45 5D 55 80 65 7D 75 SO 85 '90 9,5 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 10 11.66 5.57 5.95 2.00 2.00 4.08 9.49 9.71 10.03 3.71 3.71 4.43 3.40 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 11) - 11 Page 1 of 1 D i Line 11 -11 .................. ................... I ................. .................. ............ . .. ............. ........ .................. ... . .................. . a. 1101111D --.P— _dm� ............. . ................................. ...... . ............... 6.100 1110111111D ............. ............... ........ ....... 1, 12 2, DU - 241'" U, 52 % i '12 in 15 1 �if 4.100 — 4.10D 2. DD 2.100 ID 'I ID 21D 30 40 5D 'ED 70 SO 90 1 DO 1110 '1 21D 13D 11410 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 11 7.98 5.95 6.54 2.00 2.00 3.75 10.03 10.17 10.29 2.54 2.54 3.40 2.86 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 12) - 12 Page 1 of 1 Line 12 - 12 Elev (ft,) D11- 113 . ..... .... ........ 9.100 — I ............... ....... ........................................... ............. — 7.110,10 ............... . .... 7.100 L ........................ 6�,.710,J­ 39% n, e 5.1011D — 5.100 I DD — — 3.100 ID 5 1 ID '15 21D 2 B 3D 35 40 45 50 55 80 165 70 75 &0 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 12 7.83 6.54 6.81 1.50 1.50 4.16 10.29 10.67 10.97 4.43 4.43 3.36 1.79 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 13) - 13 Page 1 of 1 Line 13 - 13 Sev (ft), DI D, I - 11 ,9. OJD - - T 9.100 ... .......................................I I .......... . ............................... ............. ................... 7.1010 — ............ ............... unnnuunnnuunnnuunnudmu IIWWIWWWWIWM .......... 10'T.00OU 157" 0.42% 5.100 DD 3.'Do ID "I ID 210 3D 40 5D &0 70 SO 9D 1 DD 11,11 ID 1 21D 13D Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 13 4.08 6.81 7.26 1.25 1.25 4.31 10.97 11.39 11.57 3.32 3.32 2.04 1.59 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 14) - 14 Page 1 of 1 P_ D Line 14 - 14 Elev (ft,) J 'Do ... ........... .............. . . ......... . E ................ . . .............. . . ........ .. h,h,- .............. 6.100 . . . . . . . ............... . . . . . . . ... .................. ..................... . . ................. . . ............... .............. . .................................. . . ................. 519., 0,0,0-Li - 1, 5, 1. 78% 4.100 — 4.100 2. DO 2.100 ID 5 1 ID 15 210 25 3D 35 410 45 '50 55 &0 6,5 70 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 14 1.95 7.05 8.10 1.25 1.25 2.03 10.03 10.09 10.13 1.59 1.59 3.05 -0.55 Project File: No. Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 15) - 15 Page 1 of 1 Line 15 - 15 Elev (ft,) ,,2 4. DO 4. DO 19.100 — 19.100 '14.100 — '14.100 RE, 12 $1 ......... ...... .... ... ......... ..... .......... L. . .......................... 9.100 4.100 -1.100 — _1.100 10 5 "I'D 15 210 25 30 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 15 4.29 7.05 11.50 0.50 0.50 16.70 9.10 20.79 28.20 21.84 21.83 4.21 -3.20 Project File: No. Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 16) - 16 Page 1 of 1 Line 16 - 16 El ev (ft,) ,,2 4. DO — 2 4. DO 19.100 — 19.100 '14.100 — '14. DO RD-13 9.100 lie ...................... ................................. 4.100 4.100 1 �� n 2:1:0-0-0-Lf G" q., 3 5% -1.100 _1.100 10 5 "I'D 15 210 25 30 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 16 3.94 4.85 4.92 0.50 0.50 20.59 9.38 19.26 25.51 20.06 20.06 6.41 2.00 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 16) - 16 Page 1 of 1 Line 16 - 16 El ev (ft,) ,,2 4. DO — 2 4. DO 19.100 — 19.100 '14.100 — '14. DO RD-13 9.100 lie ...................... ................................. 4.100 4.100 1 �� n 2:1:0-0-0-Lf G" q., 3 5% -1.100 _1.100 10 5 "I'D 15 210 25 30 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 16 3.94 4.85 4.92 0.50 0.50 20.59 9.38 19.26 25.51 20.06 20.06 6.41 2.00 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Storm Sewer Summary Report Page I Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) (ft) No. 1 1 26.00 36 Cir 26.940 4.00 4.08 0.297 7.92* 7.96* 0.13 8.10 End Manhole 2 2 26.21 36 Cir 61.810 4.08 4.37 0.469 8.10* 8.19* 0.32 8.51 1 DropGrate 3 3 10.63 36 Cir 136.000 4.37 4.82 0.331 8.51 * 8.55* 0.04 8.58 2 Manhole 4 4 10.94 36 Cir 75.700 4.82 5.26 0.581 8.58* 8.60* 0.02 8.62 3 DropGrate 5 5 7.30 24 Cir 105.320 5.26 5.80 0.513 8.62* 8.73* 0.09 8.82 4 DropGrate 6 6 3.46 18 Cir 105.280 5.80 6.32 0.494 8.82* 8.93* 0.07 9.00 5 DropGrate 7 7 1.92 15 Cir 103.140 6.32 6.83 0.494 9.00* 9.09* 0.04 9.13 6 DropGrate 8 8 12.78 36 Cir 193.000 4.37 4.85 0.249 8.51 * 8.58* 0.08 8.66 2 DropGrate 9 9 8.99 36 Cir 116.000 5.05 5.57 0.448 8.66* 8.68* 0.03 8.71 8 DropGrate 10 10 8.53 24 Cir 84.980 5.57 5.95 0.447 8.71 * 8.83* 0.17 9.01 9 DropGrate 11 11 5.90 24 Cir 113.220 5.95 6.54 0.521 9.01* 9.08* 0.06 9.14 10 DropGrate 12 12 5.81 18 Cir 68.710 6.54 6.81 0.393 9.14* 9.36* 0.16 9.52 11 DropGrate 13 13 3.05 15 Cir 107.000 6.81 7.26 0.421 9.52* 9.76* 0.10 9.85 12 DropGrate 14 14 1.46 15 Cir 59.000 7.05 8.10 1.780 9.01 9.03 0.03 9.06 10 OpenHeadwall 15 15 3.21 6 Cir 20.000 7.05 11.50 22.250 8.51 15.05* 4.14 19.19 2 None 16 16 2.95 6 Cir 20.000 4.85 4.92 0.350 8.66* 14.18* 3.50 17.68 8 None 17 17 1.04 6 Cir 60.000 5.95 6.61 1.100 9.01* 11.07* 0.44 11.50 10 None Project File: Pipe Flow to FES-1.stm Number of lines: 17 Run Date: 8/24/2021 NOTES: Return period = 10 Yrs. ; *Surcharged (HGL above crown). Storm Sewers v2019.20 Line Profile (Line 1) - 1 Page 1 of 1 Line 1 - I Elev (ft,) 16.100 — -1 16. 'Do JE E: ...... . . .................. 110.100 — 'I D.100 7'. DO 7777`� ......................................................................................... ....................................... . .................. TOD 4. 00 4.100 2,6.94:0-Lf 36" @ 0., 30% 11.100 '11.100 ID 5 1 ID 15 210 2,5 3D 35 40 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 1 26.00 4.00 4.08 3.00 3.00 4.02 7.92 7.96 8.10 3.68 3.68 0.08 5.13 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 2) - 2 Page 1 of 1 Line.2 -2 Elev (ft,) 16.100 — -1 16. 'Do 13.100 — 13.100 'Do — ................ ....... ....... .................. ............ .... ................. .. 'Do '7'. 00 — ........................................ mod 7 , OD 4.100 — .............................................. . ... ........................................... 7w7- ............... 4.100 P T, & 10, J 3,6 @ 0. 47% .... . . . . . . . . . . . . . . . . . . . . . 11.100— .. . 1.100 ID 5 "I'D 15 21D 2,5 30 35 40 45 5D 55 K 65 70 75 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 2 26.21 4.08 4.37 3.00 3.00 4.14 8.10 8.19 8.51 3.71 3.71 5.13 4.39 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 3) - 3 Page 1 of 1 Line 3 - 3 Sev (ft), 16.100 — -1 16. 'Do J,B-,12 ....... ........ ..... .... .. .. ....... ........ ........ ....... ..... ........ .......... ...................... ................ ...... To '17 '7'. 00 . ............... . ...................................... . ......... TOD 4.100 136:0-0 OU 36" 0.. 3 3% 4.100 In, '2 ......................... 1. DD — — 1.100 ID 'I D 210 30 40 5D 80 70 K '90 '1 DO 11 D I 21D 130 140 1,5D '180 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 3 10.63 4.37 4.82 3.00 3.00 3.76 8.51 8.55 8.58 1.50 1.50 4.39 4.44 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 4) - 4 Page 1 of 1 Line 4 - 4 Elev (ft,) 16.100 — -1 16. 'Do J, E���4 2 13.100 — 13.100 'Do .. ...... ... .. ...... .. . ...... ..... . .................. ........... ............ ............. ........... 7r ....................................... ................................ ...................................... ....................................... 7.1100 . . . . . . . . . . ....................................... 27 '7r— TOD 4.100 — ............... JU, U J'U', �7777 — 4. OD 11.100 — .1.100 ID 5 '1 D 15 210 2,5 30 15 410 45 5D 55 160 165 70 75 SO 85 90 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 4 10.94 4.82 5.26 3.00 3.00 3.36 8.58 8.60 8.62 1.55 1.55 4.44 2.84 Project File: FNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 5) - 5 Page 1 of 1 Line 5 - 5 Sev (ft), D 2 b , F 11­3 12. 'Do 'Do ............ 1 ............... .................... I .................. I ............. ...... ................... I .................... ............ ....... ................... ................... ............ ....... 'Do . .....................................I I I ....................................................I I ...... . . — ... . ............................................... ..............................................I . . . I- ............. 0'. O'D 16. 1011D JE � .. .......... I .....................................I = J — — 16.100 . . . . ..................... ........... I ........... . . ...................................I ................................I 105,32OU -.241" Cq 0.51­0/3 2.100 — 2.100 ID 1 ID 210 3D 40 5D &0 70 SO 9D 11 DO 11 ID 1 21D 13D Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 5 7.30 5.26 5.80 2.00 2.00 3.02 8.62 8.73 8.82 2.33 2.33 3.84 3.30 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 6) - 6 Page 1 of 1 Line 6 - 6 S III (ft), D 1 4 . ..... . ..... w . ......... . .......... . ........................ ........................... . ................. ............... . . . . . . .................................. ....................................... . ............................. 0'.100 ;-;MMMJJJJJJJMMMMW 'dUUUUUUUUUUUUUUUUUUW= 105,28,OU - 18:1" 0.. 49'0/3 4.100 4.100 2. DD 2.iGio ID "I ID 210 30 410 5D 1&0 71D SO '90 1 IDD 11,11 ID 1210 13D Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 6 3.46 5.80 6.32 1.50 1.50 2.68 8.82 8.93 9.00 1.96 1.96 3.80 2.84 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 7) - 7 Page 1 of 1 Line'7 -7 S ev (ft), 13.100 D 4 Di. -5 ------------ ...... -------- .......... . . ........ L '9 OJD - - ... ....... .... ...... ........... ........ f] qzo ........... .................. ................ ................. ...... . ................ ill,, ............... 1 ...... ............... ............. 7.100 ............ . . . . . . . . . . . . . . ............................................ . ..................... ............. ................................. 1,01,140U N - 15, @ 0., 49% ................................ ,5. OJD — — 5.100 3.100 — 3.100 ID "I ID 210 3D 40 5D &0 70 SO '90 1 DD 11,11 ID 1 21D 13D Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 7 1.92 6.32 6.83 1.25 1.25 2.30 9.00 9.09 9.13 1.57 1.57 3.09 2.02 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 8) - 8 Page 1 of 1 Line 8 - 8 Sev (ft), 16.100 — -1 16. 'Do ID ,1 4­,,6 'I'D. 'Do — ................ ........... ........... ........... ....... ... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... .......... ....... 'Do 7.. 110,10 ........... TOD ................................ .............................. .......... . . ................. .............................. ................... . .................. ............................... ............................. 4. 00 w ......................... . ............. . - — — — — - - - "'"" .............................. ............................... ............................... 0.2.51% ..................... ................. 4. DinD Jn 11.100 .1.100 ,D 11D 210 3D 40 50 ED 70 SO 90 TOO 111D 121D 13D 11,40 115D 180 170 1180 19D 2100 2,11D 2210 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 8 12.78 4.37 4.85 3.00 3.00 3.81 8.51 8.58 8.66 1.81 1.81 4.39 3.91 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 9) - 9 Page 1 of 1 Line 9 - 9 S ev (ft), 16.100 — -1 16. 'Do DO — '13.100 'I ID. 'Do .................. ................... . .... ................. .................. ................. .... ......... ID. 'Do 7.100 TOD 4. 00 ............ 1' 1' r", . ...... n �nj' .................................... ........... f - w,,,, &R, ........... ............................... ...... ..... n . . .. 4""'O'D ,i . Do too ID 1 ID 21D 30 40 5D 'ED 70 SO 9D "I DO 1110 1 21D 13D 11410 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 9 8.99 5.05 5.57 3.00 3.00 3.14 8.66 8.68 8.71 1.27 1.27 3.71 3.43 Project File: FNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 10) - 10 Page 1 of 1 Line 10 - 10 Elev (ft,) ............................... '111.100 ............. .......... ...... ........... ........... ...................... . .. .. .. .. . . . . . . . . . . 11.100 r .......... ............. .... . _L�Lk­ 4L . . . . . . ............... 4 . . . . . . . . . . . . . . ............. I .................................... I .................................... I ... . . .......................... .................................... .................................... .. . . ......................... .. .... ........ . ....... Zio 5.1011D ................... ... . .......................... . . . . ............. . .............................. .................................... ..................................... . ............................. .................................... ................................... .................................. I �e9 2.100 — - 2.100 ,D 5 "1 D 15 210 25 30 35 410 45 5D 55 80 65 7D 75 SO 85 9,0 9,5 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 10 8.53 5.57 5.95 2.00 2.00 3.06 8.71 8.83 9.01 2.72 2.72 4.43 3.40 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 11) - 11 Page 1 of 1 D i Line 11 -11 .................. ................... I ................. .................. .................. .................. .. .............. .................. ... . .................. . a. 1101111D ...aMMUM NONE=== 7 —""' GO � . ........................ ............. ............... ...................................... 1 1-- 1, 1, 12 2, DU - 241"' U, 52 % i '12 in 15 1 �if 4.100 — 4.100 2.100 — 2.100 ID 1 ID 21D 30 40 5D 'ED 70 SO 9D "I DO 1110 1 21D 13D 11410 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 11 5.90 5.95 6.54 2.00 2.00 2.60 9.01 9.08 9.14 1.88 1.88 3.40 2.86 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 12) - 12 Page 1 of 1 Line 12 - 12 Elev (ft,) '9 .............. . .......... ........... 9.100 . . ...................................... ...................................... ... ............ 7.. 110,10 ............... . .............. 7.100 .......................... 5.1011D — 5.100 IGO 3.100 ID 5 1 ID '15 21D 2 B 3D 35 40 45 50 55 80 165 70 75 SO Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 12 5.81 6.54 6.81 1.50 1.50 2.71 9.14 9.36 9.52 3.29 3.29 3.36 1.79 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 13) - 13 Page 1 of 1 Line 13 - 13 Sev (ft), DI D11- 11 '9 OJD — — ............... 9.100 ..................... ....................................... ... . ........... ............... .................... ................... ........ 7.1010 ............ ............... unnnuunnnuunnnuunnudmu TOO 10'T. OOO'U 157" 0.429; 5.100 I DD 3. GO ID "I ID 210 3D 40 5D &0 70 SO 9D 1 DD 11,11 ID 1 21D 13D Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 13 3.05 6.81 7.26 1.25 1.25 2.59 9.52 9.76 9.85 2.49 2.48 2.04 1.59 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 14) - 14 Page 1 of 1 P_ D Line 14 - 14 Elev (ft,) J 'Do . .............. MC= . .................. ..... . ................. . . ....... ...................... W,,MMF-- --fJ="7 ........ .......... 6.100 ... .................. 519., 0,0,0-Li -15 ..... 11.. TE 11% .. .... . 4.100 — 4.100 2. DO 2.100 ID 5 1 ID 15 210 25 30 35 410 45 '50 55 &0 6,5 70 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 14 1.46 7.05 8.10 1.25 0.93 0.96 9.01 9.03 9.06 1.19 1.49 3.05 -0.55 Project File: No. Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 15) - 15 Page 1 of 1 Line 15 - 15 Elev (ft,) 210.100 16.10D ................... 0- . . ............ -7 .......... 111141111111 4. GO DD — ID 5 "1 ID 15 210 25 30 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 15 3.21 7.05 11.50 0.50 0.50 7.69 8.51 15.05 19.19 16.33 16.32 4.21 -3.20 Project File: No. Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 16) - 16 Page 1 of 1 Line 16 - 16 El III (ft,) -15. 'Do — 15.100 ,.I 2. 1� 12. 'Do 9.100 16.1c D — &Gio 2C 0 0 OU 61" @ C 35% 3.100 ID 5 .1 ID 15 210 25 30 Reach (ft), Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 16 2.95 4.85 4.92 0.50 0.50 12.76 8.66 14.18 17.68 15.00 15.00 6.41 2.00 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers Line Profile (Line 17) - 17 Page 1 of 1 P_ D L i n �e 17 - IT El (ft,) 'Do "I 1 it11119IQ ............................... ............. M ............................. MUMUMMUMMUAJ= ............... ............. 6.100 M _61 'a, '10% 8'. 4.100 — 4.100 2. DD — 2.100 ID 5 1 ID 15 21D 25 30 35 410 45 5D 55 K 6,5 70 Reach (ft), invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Dn Up Jnct Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft/s) (ft/s) (ft) (ft) 17 1.04 5.95 6.61 0.50 0.50 4.89 9.01 11.07 11.50 5.29 5.29 4.90 2.00 Project File: TNo Lines: 17 Run Date: 8/24/2021 Storm Sewers