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HomeMy WebLinkAboutSUB202200020 Calculations 2022-06-10ROW NUMBER FROM PIPE SIZING WKSHT 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 #N/A 46 45 44 43 42 41 40 39 38 55 54 53 52 51 50 49 61 60 59 58 57 56 55 70 69 68 67 66 65 64 70 76 North Pointe Subdivision Section I DATE.- 12/18/2018 REVISED: 5/17/2019 REVISED: HYDRAULIC GRADE LINE COMPUTATION 10 yr Event JUNCTIONLOSS INLET/STATION Tinter.. O.taON' 1 OUTLET WATER Do Q. L. St.% Of V. Ho Qi Vi QiVi Vi^22g Hi Angle K delta Ht 13 HI 0.5 Ht Final Inlet Water Rim Elev. SURFACE ELEV. 90-15 Sarfaee Elev. 2 3 4.00 S 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 WSE ehak 21 Hydraulic Gale Line above Crown of Pie Ovende Open Chvinel Flow Velmity wLth Veleei flowin full 10-YRWSEINEX SWIWIiw1 447.85 33 447.85 24 2399 3150 113 03S 76 023 1922 201 38536 624 219 10 0,19 119 360 395 451,90 46475 129S yes ok 31 451,90 18 6.97 34505 043 148 39 0.06 6.89 5.6 3866 049 0.17 90 0,70 0.34 057 205 453,85 4S9.14 529 yes x ok 29 45504 IS 6.99 76.97 1.14 0.88 56 0.12 6.92 5.6 3904 049 0.17 0 0.19 009 039 127 45631 47557 1926 x ok 27 47123 IS 692 11921 115 137 5-6 012 5-68 4.6 2629 033 012 20 022 0-07 031 168 472,91 48353 10-62 no x ok 25 476,10 IS 568 40.74 077 0.32 46 0.09 4.14 34 1395 0.18 0.06 70 0.61 0.11 025 057 47666 48353 6,97 r. ok 23 480,24 IS 414 4499 041 018 34 004 312 5 4 1672 045 016 90 070 031 051 070 48093 483-94 2 W no x ok 21 48093 IS 312 14249 1 N 148 54 0.11 011 159 48252 485-00 248 m ok 20A 4S652 24 1922 63.80 776 4.9S 20.1 1.56 1930. 16.S 318.S9 423 149 0 0.19 0.80 3.85 679 46532 476M 1108 yes ok 19 47333 24 1930 13237 526 6.96 16.5 106 14.79 4.7 6965 034 0.12 0 0.19 007 124 821 48154 490.19 865 m ok 17 48493 IS 444 1S734 1 2,60 1 410 85 1 028 3.46 1 52 18-04 1 042 015 10 1 019 0-08 051 4,60 48953 493-65 4,12 1 no ok 15 48991 IS 135 40-00 095 038 5.1 0.10 010 048 49039 493-65 326 m ok 13 48991 IS 346 8426 098 0-83 52 0.11 011 ON 490-94 49375 291 no ok 11 48477 24 1479 40-06 0,43 017 47 0.09 13 M 43 5929 0,29 010 0 019 0-06 0,24 042 485 19 490-14 495 no ok 9 48527 24 1364 14250 036 0.52 4.3 0.07 10.97 8.9 9806 124 043 0 0.19 024 074 126 486.53 48900 247 no ok 7 486.95 IS 1097 14250 2,89 4.12 89 0.31 5.70 4.7 26.53 034 0.12 0 0.19 006 049 461 49145 50332 11.87 no ok 5 495M IS 570 40.00 078 0.31 47 0.09 2.31 9.1 2095 127 045 50 047 060 1.13 144 4%94 50332 648 yes ok 5A 4%94 IS 231 84.78 296 2.51 9.1 0.32 - - - - - - - - 032 2,83 4"67 5M 13 446 no ok 3 4%94 IS 326 35.S3 026 009 27 0.03 2.13 1.7 371 005 0.02 40 0.39 002 006 0,15 1 49699 503.&0 6.81 yes x ok 1 4%99 IS 213 11093 0,11 012 17 0.01 001 0,13 49712 503-00 1 5-88 r. X ok 1DYRWSEINEX SWM/BMP1 45900 53 45900 18 659 2713 067 018 49 0.09 864 14.8 12909 342 120 0 019 0-65 1N 2,12 46112 466-07 4,95 yes I ok 51 46220 18 8-64 16621 623 1035 14.8 0.85 810 4.6 3712 033 0.1I 0 019 0-06 1.03 1138 47358 48517 1159 no ok 49 477,10 18 8.10 40.00 060 024 46 0.09 707 4.0 2827 025 0.09 50 047 0.12 029 052 47762 485.17 7,55 w I ok 47 47762 18 707 62.73 0,45 028 40 0.06 Soo 4.1 2034. 026 0.09 50 047 0.12 027 0,56 478.18 48250 4,32 no I ok 45 47827 IS 175 11641 1,09 127 5.5 0.12 0.12 1,39 47966 48300 334 r. ok 43 47827 IS Soo 88.17 060 0.53 4.1 0.06 3.73 3.0 11.35 0.14 0.05 50 047 007 0.18 071 47898 484.51 553 ro I ok 41 47899 IS 047 40.00 072 029 4.5 0.06 008 037 47936 484.51 5,15 m ok 39 47899 IS 373 76.02 033 02S 30 0.04 2.34 7.1 16.59 078 027 30 029 022 052 078 47977 488.14 837 no I ok 37 48375 IS 234 40.00 1,81 0.72 7.1 0.19 - - - - - - - - 0.19 092 48467 48795 328 m ok 10YR WSE IN EX SWM/BMP I 42800 T 78A 42855 24 997 51.63 528 2.73 16.5 106 8.99 164 14720 4.16 146 0 0.19 0.79 331 603 43458 44901 1443 yes ok 77 445 67 24 999 77.29 5,17 400 164 1.04 902 5.9 5297 0 54 0.19 20 0 22 0.12 135 5,34 45102 47690 25.88 no ok 73 45505 24 902 41.37 066 028 59 0.13 9.18 2.9 26.84 0.13 0.05 20 022 003 021 048 45553 47271 17.18 no ok 71 45553 24 9.18 17933 0,16 029 29 0.03 5.88 4.8 2820 036 0.12 90 0.70 025 041 070 45624 4S900 2,76 w ok 69 45650 IS 5.98 12400 0,83 103 4.8 0.09 1.80 92 16.57 131 0.46 0 0.19 025 0,90 1,83 45833 46500 667 x ok 67 46251 IS 160 22852 304 6.96 92 0.33 033 728 46979 48370 1391 no ok IO YR WSEIN IX. SWl&[iWIj 45900 q 85 45900 18 1 9.94 1 8627 1 0.88 1 0.76 1 56 1 0.12 1 947 1 54 1 5078 1 045 1 0.16 1 30 1 029 1 0.13 1 0 40 1 1.16 460.16 462 M I yes ok 83 460.16 18 947 10961 0.81 0.88 54 0.11 7.58 62 46.81 059 021 10 0.19 0.11 043 132 46148 46926 778 no ok 81 464,90 IS 7.58 40.13 138 0.5S 62 0.15 3.70 6.7 24.84 070 024 90 0.70 049 0.88 144 46633 46926 293 yes ok 81E 46633 IS 170 69-01 1 to 076 55 0.12 012 0-98 46721 47019 298 no ok 81C 46633 IS 370 IN 17 163 169 67 0.17 0,17 1.87 46820 47077 25] es ok 81A 46633 IS 096 1990. 048 0.10 37 0.05 005 0.15 466.48 46950 202 yes ok I0-YR WSE IN Ex. SWM/BMP 1 392,00 q 102C 394.15 IS 4.99 4769 058 027 06 4.91 144 7059 321 112 0 019 0-61 1_no 207 39622 20529 907 yes ok 102A 40200 IS 491 81.17 747 606 80 4.92 144 70.82 322 113 0 0.19 061 254 660 41060 42529 1469 no ok 101 422.00 IS 492 69-94 748 523 80 4.96 141 6999 310 1.08 40 038 118 3-06 829 43 229 44196 1167 w ok 99 43692 IS 496 16755 720 1207 d5O 77 3.76 8.5 3201 1.12 0.39 20 022 025 141 1348 4SO 40 98 8.58 w ok 97 45601 IS 376 11577 262 303 28 3.11 2.S 791 0.10 0.04 90 0.70 007 039 341 4S942 53 4.11 r. ok 95 460-10 IS 311 40-00 023 0-09 03 177 78 13 76 ON 033 90 070 0-65 101 1 10 46120 3 233 es ok 95A 46120 IS 177 12103 217 263 3 023 2.67 4M07 14�63 543 w ok 10YR WSEIN IX.SWM/BMP 1 43900112A 43900 IS 43] 33.35 046 0.1S 36 0.05 4.37 3.6 IS60 020 0.07 0 0.19 ON 0,16 031 439.31 25 1294 ok Page 1 of ROW NUMBER FROM PIPE SIZING WKSHT 75 74 73 72 71 70 84 83 82 81 80 79 78 77 83 93 92 91 90 89 88 87 86 85 94 102 101 100 99 98 97 96 95 94 North Pointe Subdivision Section I DATE: 12/18/2018 REVISED: 5/17/2019 REVISED: HYDRAULIC GRADE LINE COMPUTATION 10 yr Event JUNCTIONLOSS INLET/STATION UPatream OatOow 1 OUTLET WATER Do Q. L. St. % Hf V. On Qi Vi Qivi V]^22g Hi Angle K delta H By L3 Fit 015 Fit Fine] H Inlet Water Rim Elve. SURFACE ELEV. 90-15 Sarfaee Elev. 2 3 4.00 S 6 7 8 9 10 Il 12 13 14 IS 16 17 IB 19 20 21 WSE rheck 21 HydreWic Grade Lme Bbcve Co.. of Pie Overide Open Charnel Flow Velocity with Velocity fiowng full 11L 44800 IS 437 4279 0.46 020 3-6 0.05 3-91 113 U26 199 070 W OSS 1.09 1_94 2.04 45003 465-00 1497 on x ok 109 46327 IS 391 10107 463 468 113 0.50 266 22 5.7n 007 0.03 W 0.55 OOM1 056 524 46852 47521 669 no ok 109A 47027 IS 093 9675 129 127 60 0.14 OJ4 141 47168 47729 561 no ok 107 47027 IS 266 67.80 0.17 0.12 22 0.02 169 S7 9.52 050 0.17 80 066 033 052 063 47091 47395 304 rw ok 105 47105 IS 169 9049 115 1N 57 0.12 012 Ill In 21 47550 329 no ok I0.YR WSE IN EX. SWM/BMP 1 447,85 129 447,85 IS 576 2321 0.90 0.19 47 0.09 5.92 4.8 28.59 036 0.13 0 0,19 007 028 047 44832 4S646 8,14 yes ok 127 44832 IS 592 2S996 0,94 2.19 4.8 0.09 5.97 12S 74.84 244 0.85 W 0,55 134 228 447 45279 4S802 523 yes ok 125 454,19 IS 597 1S775 567 8.9S 12.5 0.61 063 33 209 0.17 0.06 0 0,19 003 070 965 1 463.94 46843 4.59 no ok 123 46543 IS 404 109-97 039 043 33 004 294 33 978 017 0.06 0 0.19 0-03 014 057 46599 470IS 419 no ok 121 46678 IS 0.63 40-00 040 016 33 0.04 0.04 020 46698 470.18 320 no ok 119 46678 IS 2tI4 10526 021 022 24 0.02 1.82 62 1132 0-60 021 50 047 028 051 073 46751 47142 391 no I ok 117 46964 IS 1 92 59 % 1 M 0.82 62 0.15 0.74 3.S 2.57 0.19 0.07 20 0 22 0 N 0,26 1,08 46972 47360 3.98 rw ok 115 47020 IS 074 40.00 043 0.17 3.5 0.05 005 on 4W 42 47360 3.18 ro ok I0.YR WSE IN EX SWMMMP 1 42500 T 149 42620 18 748 3246 051 0.16 42 0.07 630 5.1 3237 041 0.14 60 0.55 023 044 060 426.90 43162 4 Q no ok 147 426.SO IS 630 22431 095 2.14 5.1 0.10 524 43 2242 028 0.10 80 0.66 0.19 039 253 42933 447.96 IS 53 ro ok 145 444.96 IS 524 85.94 0,66 0.57 43 0.07 309 73 22.54 0.83 029 90 0.70 0.58 0 N 151 U i 37 4S0 50 4.13 ro ok 143 448-00 IS 128 12930 192 249 73 021 021 2,70 4SO70 4S8-00 730 no ok 141 44800 IS 309 51.17 220 1.12 7.8 024 3.19 24 760 009 0.03 70 0.61 005 032 145 44944 4S3.10 366 rw ok 139 44970 IS 021 40.00 020 008 24 0.02 002 0,10 449.SO 4S3.10 330 no ok 137 44970 IS 3.19 6724 334 224 96 036 2.93 93 27.19 134 047 40 039 0.51 134 358 4S328 4S646 3.18 rw ok 135 4534(1 IS 293 50.78 3,12 1.58 93 034 1.52 42 643 028 0.10 50 047 0.13 056 2,15 4S561 463N 743 ro ok 133 45620 IS 152 40.00 065 026 42 0.07 007 033 4S653 463N 6,51 no ok I pYR WSE IN EX. SWM/BMP 1 378,00 q 165 37899 IS 4.63 3059 052 016 3-8 0.06 4.65 142 6596 313 110 0 0.19 0-59 175 190 380,89 38819 730 yea ok 163 384,90 IS 4.65 6935 728 4.98 142 079 4.67 142 6625 313 110 0 0.19 0-59 247 745 392,35 405-03 12.68 no ok 161 U)100 IS 467 11972 728 86S 142 0.79 468 143 6692 3.IS I it 90 0.70 222 412 1276 41377 42642 1265 no ok 159 423,13 IS 4.68 8235 739 6-08 143 079 473 81 3829 1.02 036 0 0.19 019 134 742 43055 44063 1008 no ok 157 43733 IS 473 16396 236 3.88 8.1 025 466 3.8 1770 022 0.09 70 0.61 0.14 047 434 441 68 4S327 1159 o0 ok 155 44301 IS 466 13005 052 068 3.8 0.06 1.75 14 249 003 0.01 90 0.70 002 009 077 44378 4S150 772 no ok 155A US 6 IS 061 16.76 148 020 57 0.13 013 033 US 49 4S150 301 no ok 155C US 49 IS 1.54 12261 006 007 13 0.01 001 008 US 56 4S3N 538 ro ok 153 44856 IS 175 40.00 007 003 14 0.01 - - - - - - - - 001 004 US 60 4S150 2% yes ok Page 2 of 2 Circular Pipe (PipeVelocity_10yr.fm8) Label Solve For Friction Method Roughness Channel Slope Normal Depth Diameter Discharge Flow Area Wetted Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Coefficient (ft/ft) (in) (in) (cfs) (ft2) Perimeter (in) (ft) (in) (Mo) (ft/ft) (ft/s) (ft) 2 Normal Depth Manning Formula 0.013 0.037 3.7 15.0 1.69 0.2 1.3 2.2 1.08 6.2 24.8 0.005 7.11 Circular Pipe - 4 Normal Depth Manning Formula 0.013 0.010 6.7 15.0 2.68 0.5 1.8 3.5 1.24 7.9 44.9 0.006 5.02 Circular Pipe - 513 Normal Depth Manning Formula 0.013 0.061 3.7 15.0 2.13 0.2 1.3 2.2 1.08 7.0 24.6 0.006 9.06 Circular Pipe - 8 Normal Depth Manning Formula 0.013 0.059 8.6 15.0 9.92 0.7 2.2 4.1 1.24 14.2 57.6 0.020 13.55 Circular Pipe - 10 Normal Depth Manning Formula 0.013 0.010 12.6 24.0 12.20 1.7 3.2 6.2 2.00 15.1 52.3 0.006 7.34 Circular Pipe - 6 Normal Depth Manning Formula 0.013 0.010 10.0 15.0 5.06 0.9 2.4 4.4 1.18 10.9 66.6 0.008 5.83 Circular Pipe - 12 Normal Depth Manning Formula 0.013 0.010 13.2 24.0 13.28 1.8 3.3 6.4 1.99 15.7 55.1 0.006 7.49 Circular Pipe - 14 Normal Depth Manning Formula 0.013 0.010 7.3 15.0 3.12 0.6 1.9 3.7 1.25 8.5 49.0 0.006 5.22 Circular Pipe - 16 Normal Depth Manning Formula 0.013 0.019 3.9 15.0 1.30 0.3 1.3 2.3 1.10 5.4 26.0 0.005 5.14 Circular Pipe - 18 Normal Depth Manning Formula 0.013 0.031 6.2 15.0 4.07 0.5 1.7 3.3 1.23 9.8 41.4 0.007 8.49 Circular Pipe - 20 Normal Depth Manning Formula 0.013 0.070 8.9 24.0 17.42 1.1 2.6 4.8 1.93 18.1 37.0 0.007 16.51 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 7.7 24.0 17.36 0.9 2.4 4.3 1.87 18.0 32.0 0.007 20.05 20B Circular Pipe - 22 Normal Depth Manning Formula 0.013 0.012 6.4 15.0 2.70 0.5 1.8 3.4 1.24 7.9 42.9 0.006 5.36 Circular Pipe - 24 Normal Depth Manning Formula 0.013 0.011 7.8 15.0 3.70 0.6 2.0 3.9 1.25 9.3 52.3 0.007 5.70 Circular Pipe - Normal Depth Manning Formula 0.013 0.020 8.1 15.0 5.15 0.7 2.1 3.9 1.25 11.0 53.7 0.008 7.67 26 Circular Pipe - 28 Normal Depth Manning Formula 0.013 0.040 7.4 15.0 6.34 0.6 1.9 3.7 1.25 12.2 49.4 0.010 10.48 Circular Pipe - 30 Normal Depth Manning Formula 0.013 0.120 5.4 15.0 6.31 0.4 1.6 3.0 1.20 12.2 36.3 0.010 15.67 Circular Pipe - 32 Normal Depth Manning Formula 0.013 0.007 11.2 18.0 6.30 1.2 2.7 5.1 1.46 11.6 62.1 0.006 5.47 Circular Pipe - 34 Normal Depth Manning Formula 0.013 0.040 11.7 24.0 21.75 1.5 3.1 5.9 2.00 20.0 48.9 0.009 14.26 Circular Pipe - 38 Normal Depth Manning Formula 0.013 0.030 4.5 15.0 2.18 0.3 1.4 2.6 1.14 7.1 29.9 0.006 7.07 Circular Pipe - 40 Normal Depth Manning Formula 0.013 0.010 7.8 15.0 3.45 0.6 2.0 3.8 1.25 9.0 52.0 0.006 5.35 Circular Pipe - 42 Normal Depth Manning Formula 0.013 0.030 2.1 15.0 0.46 0.1 1.0 1.3 0.86 3.2 13.8 0.005 4.48 Circular Pipe - 44 Normal Depth Manning Formula 0.013 0.007 10.7 15.0 4.64 0.9 2.5 4.5 1.13 10.5 71.4 0.007 4.95 Circular Pipe - 46 Normal Depth Manning Formula 0.013 0.019 4.3 15.0 1.60 0.3 1.4 2.5 1.13 6.0 28.7 0.005 5.50 Circular Pipe - 48 Normal Depth Manning Formula 0.013 0.010 10.3 18.0 6.55 1.0 2.6 4.9 1.48 11.9 57.2 0.007 6.27 Circular Pipe - 50 Normal Depth Manning Formula 0.013 0.010 11.2 18.0 7.48 1.2 2.7 5.1 1.45 12.7 62.4 0.007 6.45 Circular Pipe - 52 Normal Depth Manning Formula 0.013 0.089 6.2 18.0 8.01 0.5 1.9 3.4 1.43 13.2 34.5 0.007 14.83 Circular Pipe - 68 Normal Depth Manning Formula 0.013 0.082 3.0 15.0 1.57 0.2 1.1 1.8 0.99 6.0 19.7 0.005 9.18 Circular Pipe - 70 Normal Depth Manning Formula 0.013 0.048 6.2 15.0 4.99 0.5 1.7 3.3 1.23 10.9 41.1 0.008 10.50 Circular Pipe - 72 Normal Depth Manning Formula 0.013 0.008 10.3 24.0 7.60 1.3 2.9 5.4 1.98 11.8 43.1 0.005 5.87 Circular Pipe - 74 Normal Depth Manning Formula 0.013 0.005 11.8 24.0 7.74 1.5 3.1 5.9 2.00 11.9 49.1 0.005 5.05 Circular Pipe - 78 Normal Depth Manning Formula 0.013 0.120 5.4 24.0 8.56 0.5 2.0 3.2 1.67 12.5 22.3 0.005 16.37 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 5.5 24.0 8.87 0.5 2.0 3.2 1.68 12.8 22.7 0.005 16.54 78b Circular Pipe - Normal Depth Manning Formula 0.013 0.010 3.7 15.0 0.85 0.2 1.3 2.2 1.08 4.3 24.5 0.005 3.65 81b Circular Pipe - Normal Depth Manning Formula 0.013 0.019 6.3 15.0 3.31 0.5 1.8 3.3 1.24 8.8 42.3 0.006 6.71 81d Circular Pipe - Normal Depth Manning Formula 0.013 0.020 4.1 15.0 1.52 0.3 1.4 2.4 1.12 5.9 27.6 0.005 5.53 81f Circular Pipe - 82 Normal Depth Manning Formula 0.013 0.020 9.6 15.0 6.76 0.8 2.3 4.3 1.20 12.5 64.0 0.011 8.14 Circular Pipe - 84 Normal Depth Manning Formula 0.013 0.056 8.0 15.0 8.55 0.7 2.0 3.9 1.25 13.7 53.4 0.015 12.82 Circular Pipe - 86 Normal Depth Manning Formula 0.013 0.010 12.7 18.0 8.88 1.3 3.0 5.4 1.36 13.8 70.8 0.008 6.64 Circular Pipe - Normal Depth Manning Formula 0.013 0.049 3.5 15.0 1.66 0.2 1.3 2.0 1.05 6.1 23.0 0.005 7.76 95b Circular Pipe - 96 Normal Depth Manning Formula 0.013 0.010 7.0 15.0 2.90 0.6 1.9 3.6 1.25 8.2 47.0 0.006 5.12 Circular Pipe - 98 Normal Depth Manning Formula 0.013 0.035 5.6 15.0 3.53 0.4 1.6 3.0 1.21 9.1 37.1 0.006 8.51 Circular Pipe - Normal Depth Manning Formula 0.013 0.113 4.7 15.0 4.68 0.3 1.5 2.7 1.16 10.5 31.5 0.007 14.12 100 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.6 15.0 4.65 0.3 1.5 2.6 1.16 10.5 30.9 0.007 14.39 102 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.6 15.0 4.64 0.3 1.5 2.6 1.16 10.5 30.9 0.007 14.38 102b Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.6 15.0 4.62 0.3 1.5 2.6 1.15 10.5 30.8 0.007 14.37 102d Circular Pipe - Normal Depth Manning Formula 0.013 0.022 4.0 15.0 1.50 0.3 1.4 2.3 1.11 5.8 26.9 0.005 5.65 106 FlowMaster PipeVelocity_10yr.fm8 Bentley Systems, Inc. Haestad Methods Solution Center [10.03.00.031 6/3/2022 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA + 1 -203-755-1666 Page 1 of 4 Circular Pipe (PipeVelocity_10yr.fm8) Label Solve For Friction Method Roughness Channel Slope Normal Depth Diameter Discharge Flow Area Wetted Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Coefficient (ft/ft) (in) (in) (Cfs) (ft2) Perimeter (in) (ft) (in) M (ft/ft) (ft/s) (ft) Circular Pipe - Normal Depth Manning Formula 0.013 0.010 6.3 15.0 2.40 0.5 1.8 3.3 1.23 7.4 42.2 0.006 4.87 108 Circular Pipe - Normal Depth Manning Formula 0.013 0.041 2.6 15.0 0.84 0.1 1.1 1.6 0.94 4.3 17.2 0.005 5.97 109b Circular Pipe - Normal Depth Manning Formula 0.013 0.076 4.5 15.0 3.56 0.3 1.5 2.6 1.15 9.1 30.3 0.006 11.32 110 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.3 15.0 3.97 0.3 1.4 2.5 1.13 9.7 28.5 0.007 13.75 112 Circular Pipe - Normal Depth Manning Formula 0.013 0.080 4.7 15.0 3.96 0.3 1.5 2.7 1.16 9.7 31.6 0.007 11.89 112b Circular Pipe - Normal Depth Manning Formula 0.013 0.010 3.4 15.0 0.72 0.2 1.2 2.0 1.04 4.0 22.5 0.005 3.47 116 Circular Pipe - Normal Depth Manning Formula 0.013 0.025 4.2 15.0 1.77 0.3 1.4 2.4 1.13 6.3 28.2 0.005 6.22 118 Circular Pipe - Normal Depth Manning Formula 0.013 0.017 6.0 15.0 2.85 0.5 1.7 3.2 1.23 8.1 40.3 0.006 6.16 120 Circular Pipe - Normal Depth Manning Formula 0.013 0.010 3.1 15.0 0.62 0.2 1.2 1.9 1.02 3.7 20.9 0.005 3.33 122 Circular Pipe - Normal Depth Manning Formula 0.013 0.011 8.0 15.0 3.85 0.7 2.0 3.9 1.25 9.5 53.4 0.007 5.78 124 Circular Pipe - Normal Depth Manning Formula 0.013 0.071 5.9 15.0 5.63 0.4 1.7 3.2 1.22 11.5 39.4 0.009 12.53 126 Circular Pipe - Normal Depth Manning Formula 0.013 0.012 10.1 15.0 5.58 0.9 2.4 4.4 1.17 11.5 67.1 0.009 6.37 128 Circular Pipe - Normal Depth Manning Formula 0.013 0.028 7.5 15.0 5.43 0.6 2.0 3.7 1.25 11.3 50.0 0.008 8.86 130 Circular Pipe - Normal Depth Manning Formula 0.013 0.010 4.8 15.0 1.43 0.3 1.5 2.7 1.17 5.7 32.0 0.005 4.23 134 Circular Pipe - Normal Depth Manning Formula 0.013 0.053 4.4 15.0 2.78 0.3 1.4 2.5 1.14 8.0 29.3 0.006 9.29 136 Circular Pipe - Normal Depth Manning Formula 0.013 0.054 4.6 15.0 3.04 0.3 1.5 2.6 1.15 8.4 30.5 0.006 9.61 138 Circular Pipe - Normal Depth Manning Formula 0.013 0.010 7.1 15.0 2.94 0.6 1.9 3.6 1.25 8.3 47.3 0.006 5.14 140 Circular Pipe - Normal Depth Manning Formula 0.013 0.031 5.2 15.0 2.94 0.4 1.6 2.9 1.19 8.3 34.6 0.006 7.80 142 Circular Pipe - Normal Depth Manning Formula 0.013 0.058 2.7 15.0 1.09 0.1 1.1 1.6 0.96 4.9 17.9 0.005 7.30 144 Circular Pipe - Normal Depth Manning Formula 0.013 0.035 6.6 15.0 4.83 0.5 1.8 3.4 1.24 10.7 43.8 0.008 9.33 146 Circular Pipe - Normal Depth Manning Formula 0.013 0.081 5.7 15.0 5.69 0.4 1.7 3.1 1.21 11.6 38.2 0.009 13.22 148 Circular Pipe - Normal Depth Manning Formula 0.013 0.010 10.4 18.0 6.70 1.1 2.6 4.9 1.48 12.0 58.0 0.007 6.30 150 Circular Pipe - Normal Depth Manning Formula 0.013 0.010 5.3 15.0 1.70 0.4 1.6 2.9 1.19 6.2 35.0 0.005 4.44 154 Circular Pipe - Normal Depth Manning Formula 0.013 0.053 3.2 15.0 1.47 0.2 1.2 1.9 1.02 5.8 21.2 0.005 7.73 155d Circular Pipe - Normal Depth Manning Formula 0.013 0.050 2.0 15.0 0.57 0.1 0.9 1.3 0.86 3.5 13.6 0.005 5.72 155b Circular Pipe - Normal Depth Manning Formula 0.013 0.010 9.2 15.0 4.48 0.8 2.2 4.2 1.22 10.3 61.3 0.007 5.68 156 Circular Pipe - Normal Depth Manning Formula 0.013 0.034 6.4 15.0 4.55 0.5 1.8 3.4 1.24 10.4 42.9 0.007 9.06 158 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.6 15.0 4.50 0.3 1.5 2.6 1.15 10.3 30.4 0.007 14.26 160 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.6 15.0 4.48 0.3 1.5 2.6 1.15 10.3 30.3 0.007 14.24 162 Circular Pipe - Normal Depth Manning Formula 0.013 0.120 4.5 15.0 4.46 0.3 1.5 2.6 1.15 10.3 30.3 0.007 14.22 164 Circular Pipe - Normal Depth Manning Formula 0.013 0.060 5.4 15.0 4.46 0.4 1.6 3.0 1.20 10.3 36.3 0.007 11.08 166 FlowMaster PipeVelocity_10yr.Irma Bentley Systems, Inc. Haestad Methods Solution Center 110.03.00.031 6/3/2022 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 4 Circular Pipe (PipeVelocity_10yr.fm8) Velocity Head Specific Energy Froude Number Maximum Discharge Full Slope Full Flow Type Notes Messages (ft) (ft) Discharge (cfs) (ft/ft) (cfs) 0.78 1.10 2.670 13.44 12.49 0.001 Supercritical 0.39 0.95 1.349 6.95 6.46 0.002 Supercritical 1.28 1.58 3.421 17.22 16.01 0.001 Supercritical 2.85 3.57 3.104 16.92 15.73 0.024 Supercritical 0.84 1.88 1.418 24.33 22.62 0.003 Supercritical 0.53 1.36 1.197 6.95 6.46 0.006 Supercritical 0.87 1.97 1.398 24.33 22.62 0.003 Supercritical 0.42 1.04 1.331 6.95 6.46 0.002 Supercritical 0.41 0.73 1.886 9.48 8.81 0.000 Supercritical 1.12 1.64 2.400 12.23 11.37 0.004 Supercritical 4.24 4.98 3.939 64.38 59.85 0.006 Supercritical 6.24 6.88 5.187 84.29 78.36 0.006 Supercritical 0.45 0.98 1.483 7.58 7.05 0.002 Supercritical 0.50 1.16 1.394 7.39 6.87 0.003 Supercritical 0.91 1.59 1.841 9.83 9.14 0.006 Supercritical 1.71 2.33 2.657 13.90 12.92 0.010 Supercritical 3.82 4.27 4.774 24.07 22.38 0.010 Supercritical 0.46 1.40 1.083 9.59 8.91 0.004 Supercritical 3.16 4.14 2.877 48.67 45.24 0.009 Supercritical 0.78 1.15 2.400 12.04 11.19 0.001 Supercritical 0.44 1.09 1.313 6.95 6.46 0.003 Supercritical 0.31 0.49 2.292 12.04 11.19 0.000 Supercritical 0.38 1.27 0.959 5.81 5.40 0.005 Subcritical 0.47 0.83 1.913 9.60 8.93 0.001 Supercritical 0.61 1.47 1.317 11.30 10.50 0.004 Supercritical 0.65 1.58 1.274 11.30 10.50 0.005 Supercritical 3.42 3.94 4.249 33.71 31.34 0.006 Supercritical 1.31 1.56 3.901 19.87 18.47 0.001 Supercritical 1.71 2.23 2.976 15.16 14.09 0.006 Supercritical 0.54 1.40 1.280 21.21 19.72 0.001 Supercritical 0.40 1.38 1.017 17.21 16.00 0.001 Supercritical 4.16 4.61 5.150 84.29 78.36 0.001 Supercritical 4.25 4.70 5.154 84.29 78.36 0.002 Supercritical 0.21 0.51 1.380 6.95 6.46 0.000 Supercritical 0.70 1.23 1.871 9.55 8.88 0.003 Supercritical 0.47 0.82 1.963 9.85 9.16 0.001 Supercritical 1.03 1.83 1.726 9.83 9.14 0.011 Supercritical 2.56 3.22 3.092 16.47 15.31 0.018 Supercritical 0.69 1.75 1.182 11.24 10.45 0.007 Supercritical 0.94 1.22 3.037 15.33 14.25 0.001 Supercritical 0.41 0.99 1.340 6.95 6.46 0.002 Supercritical 1.12 1.59 2.558 12.91 12.00 0.003 Supercritical 3.10 3.49 4.662 23.39 21.74 0.005 Supercritical 3.22 3.61 4.799 24.07 22.38 0.005 Supercritical 3.22 3.60 4.799 24.07 22.38 0.005 Supercritical 3.21 3.59 4.799 24.07 22.38 0.005 Supercritical 0.50 0.83 2.034 10.21 9.49 0.001 Supercritical 0.37 0.90 1.361 6.95 6.46 0.001 Supercritical 0.55 0.77 2.726 14.02 13.03 0.000 Supercritical 1.99 2.37 3.817 19.14 17.80 0.003 Supercritical 2.94 3.29 4.792 24.07 22.38 0.004 Supercritical 2.20 2.59 3.917 19.65 18.27 0.004 Supercritical 0.19 0.47 1.375 6.95 6.46 0.000 Supercritical 0.60 0.95 2.182 10.94 10.17 0.001 Supercritical 0.59 1.09 1.767 8.98 8.35 0.002 Supercritical 0.17 0.43 1.369 6.95 6.46 0.000 Supercritical 0.52 1.19 1.393 7.42 6.90 0.004 Supercritical 2.44 2.93 3.641 18.46 17.16 0.008 Supercritical 0.63 1.47 1.300 7.58 7.05 0.007 Supercritical FlowMaster PipeVelocity_10yr.fm8 Bentley Systems, Inc. Haestatl Methods Solution Center [10.03.00.031 6/3/2022 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA + 1 -203-755-1666 Page 3 of 4 Circular Pipe (PipeVelocity_10yr.fm8) Velocity Head Specific Energy Froude Number Maximum Discharge Full Slope Full Flow Type Notes Messages (ft) (ft) Discharge (cfs) (ft/ft) (cfs) 1.22 1.84 2.230 11.69 10.87 0.007 Supercritical 0.28 0.68 1.385 6.95 6.46 0.000 Supercritical 1.34 1.71 3.195 16.03 14.90 0.002 Supercritical 1.44 1.82 3.231 16.21 15.07 0.002 Supercritical 0.41 1.00 1.339 6.95 6.46 0.002 Supercritical 0.95 1.38 2.444 12.29 11.43 0.002 Supercritical 0.83 1.05 3.263 16.73 15.56 0.000 Supercritical 1.35 1.90 2.547 13.07 12.15 0.006 Supercritical 2.72 3.19 3.916 19.79 18.40 0.008 Supercritical 0.62 1.49 1.311 11.30 10.50 0.004 Supercritical 0.31 0.74 1.381 6.95 6.46 0.001 Supercritical 0.93 1.19 3.161 16.03 14.90 0.001 Supercritical 0.51 0.68 2.953 15.54 14.44 0.000 Supercritical 0.50 1.27 1.245 6.95 6.46 0.005 Supercritical 1.28 1.81 2.506 12.81 11.91 0.005 Supercritical 3.16 3.54 4.799 24.07 22.38 0.005 Supercritical 3.15 3.53 4.799 24.07 22.38 0.005 Supercritical 3.14 3.52 4.799 24.07 22.38 0.005 Supercritical 1.91 2.36 3.376 17.02 15.82 0.005 Supercritical FlowMaster PipeVelocity_10yr.fm8 Bentley Systems, Inc. Haestatl Methods Solution Center [10.03.00.031 6/3/2022 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA + 1 -203-755-1666 Page 4 of 4 STORM SEWER DESIGN COMPUTATIONS PIPE 2 4 5B 6 8 10 12 14 16 18 20 20B 22 24 26 28 30 32 34 38 40 42 44 46 48 50 52 54 60 62 64 68 70 72 74 78 78B 81b 814 Slf 82 84 86 90 92 95B 96 98 100 102 102b 102d 106 North Pointe Subdivision Section 1 DATE: 12/18/2018 REVISED: 5/17/2019 REVISED: 1 2 3 PIPE SIZING Design Storm = 10 Year 0.06 100 Year 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 UPPER FROM TO IDA IMPERVIOUS RUNOFF "CA" Te 110 Q10 1100 Q100 INV.ELEV. L S D Qcap V10 V100 Time Status STRUCTURE POINT PNCRES OIT A ACRES "C" INC. ACC. MIN. IN/HR CFS IN/HR CFS UPPER LOWER FT FT/FT IN CIS FPS FPS MIN. TOP t 3 0.73 0.06 0.44 0.32 0.32 5M 6.7 2.13 11.0 3.51 499.50 495.35 110.93 0.0374 15 12.49 7.1 0.26 OK 503.00 3 5 0.25 0.15 0.70 0.18 0.50 5.26 6.6 3.26 10.8 5.35 495.25 494.90 35.53 0.0100 15 6.46 5.0 0.12 OK 503.80 5A 5 0.62 0.30 0.64 0.40 0.40 8.00 5.8 2.31 9.5 3.77 500.10 494.89 84.78 0.0614 15 16.00 9.1 0.16 OK 504.13 5 7 0.58 0.26 0.62 0.36 1.26 15.00 4.5 5.70 7.5 9.39 494.80 494.40 40.00 0.0100 15 6.46 5.8 0.11 OK 503.32 7 9 0.33 0.21 0.72 0.24 2.42 15.11 4.5 10.97 7.5 18.06 494.30 485.85 142.50 0.0593 15 15.72 13.6 0.18 OK 503.32 9 11 1.14 0.30 0.53 0.61 3.03 15.29 4.5 13.64 7.4 22.47 485.10 483.67 142.50 0.0100 24 22.62 7.3 0.32 OK 489.00 11 19 0.45 0.21 0.63 0.29 3.31 15.61 4.5 14.79 7.4 24.38 483.57 483.17 40.06 0.0100 1 24 22.62 7.5 0.09 OK 490.14 13 17 1.18 0.49 0.61 0.72 0.72 13.11 4.8 3.46 7.9 5.67 489.75 488.91 84.26 0.0100 15 6.46 5.2 0.27 OK 493.75 15 17 0.27 0.19 0.75 0.20 0.20 5.00 6.7 1.35 11.0 2.22 489.65 488.91 40.00 0.0186 15 8.81 5.1 0.13 OK 493.65 17 19 0.01 0.01 0.90 0.01 0.93 13.38 4.8 4.44 7.8 7.28 488.81 483.93 157.34 0.0310 15 11.37 8.5 0.31 OK 493.65 19 20A 0.13 0.08 0.71 0.09 4.33 15.70 4.5 19.30 7.3 31.81 481.00 471.73 132.37 0.0700 24 59.84 16.5 0.13 OK 490.19 20A 33 0.00 0.00 0.00 0.00 4.33 15.84 4.4 19.22 7.3 31.70 462.58 454.92 63.80 0.1200 24 78.35 20.1 0.05 OK 476.40 21 23 0.87 0.24 0.54 1 0.47 0.47 1 5.00 6.7 3.12 11.0 5.13 481.54 479.84 142.49 0.0119 15 7.04 5A 0.44 OK 485.00 23 25 0.82 0.40 0.64 0.53 1.00 18.23 4.2 4.14 6.9 6.86 479.74 479.24 44.99 0.0113 15 6.86 5.7 0.13 OK 483.84 25 27 0.54 0.32 0.70 0.38 1.37 18.36 4.1 5.68 6.9 9.42 475.91 475.10 40.74 0.0200 15 9.13 7.7 0.09 OK 483.53 27 29 0.41 0.28 0.74 0.30 1.68 18.45 4.1 6.92 6.9 11.49 475.00 470.23 119.21 0.0400 15 12.91 10.5 0.19 OK 483.53 29 31 0.00 0.00 0.00 0.00 1.68 18.64 4.1 6.89 6.8 11.44 463.28 454.04 76.97 0.1200 15 22.37 15.7 0.08 OK 475.57 31 33 0.00 0.00 0.00 0.00 1.68 18.72 4.1 6.87 6.8 11.42 452.06 441.30 345.05 0.0072 18 8.91 5.5 L05 OK 459.14 33 35 0.00 0.00 0.00 0.00 6.01 19.77 4.0 23.99 6.7 39.97 445.35 444.00 31.50 0.0429 24 46.84 14.3 0.04 OK 464.75 37 39 0.75 0.40 0.67 0.50 0.50 13.98 4.7 2.34 7.7 3.85 483.95 482.75 40.00 0.0300 15 11.18 7.07 0.09 OK 487.95 39 43 0.47 0.22 0.63 0.30 0.80 14.07 4.7 3.73 7.7 6.13 478.75 477.99 76.02 0.0100 15 6.46 5.35 0.24 OK 488.14 41 43 0.09 0.07 0.79 0.07 0.07 5.00 6.7 0.47 11.0 0.78 479.19 477.99 40.00 0.0300 15 11.18 4.48 0.15 OK 484.51 43 47 0.33 0.15 0.63 0.21 1.08 14.31 4.6 5.00 7.6 8.21 477.89 477.27 88.17 0.0070 15 5.40 4.95 0.30 OK 484.51 45 47 0.48 0.22 0.63 0.30 0.30 8.00 5.8 1.75 9.5 2.86 479.50 477.27 116.41 0.0191 15 8.93 5.50 0.35 OK 483.00 47 49 0.27 0.10 0.59 0.16 1.54 14.60 4.6 7.07 7.6 11.62 477.02 476.40 62.73 0.0100 18 10.47 6.27 0.17 OK 482.50 49 51 0.32 0.21 0.73 0.23 1.77 14.77 4.6 8.10 7.5 13.32 476.30 475.90 40.00 0.0100 18 10.50 6.5 0.10 OK 485.17 51 53 0.16 0.12 0.78 0.12 1.89 14.87 4.6 8.64 7.5 14.21 475.80 461.00 166.21 0.0890 18 31.33 14.8 0.19 OK 485.17 53 55 0.00 0.00 0.00 0.00 1.89 15.06 4.5 8.59 7.5 14.14 458.09 457.00 27.13 0.0400 18 21.00 11.1 0.04 OK 466.07 59 61 438.62 432.50 50.97 0.1200 15 22.37 5.5 0.16 OK 447.25 61 63 421.58 416.00 46.53 0.1200 15 22.37 5.7 0.14 OK 436.75 63 65 412.56 411.50 41.52 0.0255 15 10.31 5.9 0.12 OK 420.25 67 69 0.72 0.21 0.55 0.39 0.39 14.67 4.6 1.80 7.6 2.97 480.20 461.51 228.52 0.0818 15 18.47 9.2 0A1 OK 483.70 69 71 1.81 0.36 0.50 0.90 1.30 15.08 4.5 5.88 7.5 9.68 461.41 455.50 124.00 0.0476 15 14.09 10.5 0.20 OK 465.00 71 73 1.51 0.27 0.49 0.74 2.04 15.28 4.5 9.18 7.4 15.12 454.75 453.86 178.33 0.0050 24 15.99 5.1 0.59 OK 459.00 73 75 0.00 0.00 0.00 0.00 2.04 15.87 4.4 9.02 7.3 14.88 453.76 453.45 41.37 0.0076 24 19.72 5.9 0.12 OK 472.71 77 79 0.00 0.00 0.00 0.00 2.04 15.98 4.4 8.99 7.3 14.83 453.35 444.07 77.29 0.1200 24 78.35 16.4 0.08 OK 476.90 78A 79 0.00 0.00 0.00 0.00 2.04 16.06 4.4 8.97 7.3 14.80 429.95 426.95 51.63 0.0581 24 54.51 16.5 0.05 OK 449.01 81A 81 0.33 0.12 0.58 0.19 0.19 12.00 5.0 0.96 8.2 1.57 465.00 464.80 19.90 0.0100 15 6.46 3.65 0.09 OK 468.50 81C 81 1.08 0.41 0.59 0.64 0.64 8.00 5.8 3.70 9.5 6.04 466.77 464.80 104.17 0.0189 15 8.88 6.71 0.26 OK 470.77 81E 81 0.56 0.21 0.59 0.33 0.33 11.00 5.2 1.70 8.5 2.78 466.19 464.80 69.01 0.0201 15 9.15 5.5 0.21 OK 470.19 81 83 0.63 0.22 0.57 0.36 1.52 12.09 5.0 7.58 8.2 12.40 464.70 463.90 40.13 0.0200 15 9.13 8.1 0.08 OK 469.26 83 85 0.55 0.33 0.70 0.39 1.91 12.17 5.0 9.47 8.1 15.50 463.80 457.69 108.61 0.0562 18 24.89 12.8 0.14 OK 469.26 85 87 0.13 0.06 0.64 0.08 1.99 12.31 4.9 9.84 & 1 16.10 457.59 456.74 86.27 0.0099 18 10.45 6.6 0.22 OK 462.00 89 91 428.31 423.00 44.24 0.1200 15 22.37 8.8 0.08 OK 440.25 91 93 417.61 417.01 30.68 0.0195 15 9.02 9.0 0.06 OK 428.00 95A 95 95 97 0.39 0.57 0.22 0.30 0.68 0.27 0.27 5.00 13.00 6.7 1.77 11.0 2.91 465.50 459.50 459.61 121.03 40.00 0.0487 0.0100 15 15 14.25 6.46 7.8 5.1 0.26 0.13 OK 469.50 0.66 0.38 0.64 4.8 3.11 7.9 5.11 459.10 OK 463.53 97 99 0.18 0.13 0.76 0.14 0.78 13.13 4.8 3.76 7.9 6.17 459.00 455.01 115.77 0.0345 15 11.99 8.5 0.23 OK 463.53 99 101 0.32 0.24 0.78 0.25 1.03 13.13 4.8 4.96 7.9 8.13 454.91 435.92 167.55 0.1133 15 21.73 14.1 0.20 OK 458.98 101 102A 0.00 0.00 0.00 0.00 1.03 13.36 4.8 4.92 7.8 8.07 429.39 421.00 69.94 0.1200 15 22.37 14.4 0.08 OK 441.96 102A 102C 0.00 0.00 0.00 0.00 1.03 13.44 4.8 4.91 7.8 8.05 410.74 401.00 81.17 0.1200 15 22.37 14.4 0.09 OK 425.29 102C 103 0.00 0.00 0.00 0.00 1.03 13.53 4.8 4.89 7.8 8.03 394.31 393.15 47.69 0.0243 15 10.07 14.4 0.06 OK 405.29 105 107 0.50 0.18 0.58 0.29 0.29 8.00 5.8 1.69 9.5 2.75 472.00 470.05 90.49 0.0216 15 9.49 5.7 0.27 OK 475.50 rayo I v1 c STORM SEWER DESIGN COMPUTATIONS 108 109E 110 112 112b 116 118 120 122 124 126 128 130 134 136 138 140 142 144 146 148 150 154 155D 155E 156 158 160 62 64 166 North Pointe Subdivision Section I DATE: 12/18/2018 REVISED: 5/17/2019 REVISED: 1 2 3 PIPE SIZING Design Storm = 10 Year 0.06 100 Year 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 UPPER FROM TO IDA IMPERVIOUS RUNOFF "CA" Te I10 Q10 1100 Q100 INV.ELEV. L S D Qc2p V10 V100 Time Status STRUCTURE POINT POINT ACRES ACRES "C" INC. ACC. MIN. IN/HR CFS IN/HR CIS UPPER LOWER FT FT/FT IN CIS FPS FPS MIN. TOP 107 109 0.38 0.18 0.64 0.24 0.53 12.00 5.0 2.66 8.2 4.35 469.95 469.27 67.80 0.0100 15 6A6 4.9 0.23 OK 473.95 109A 109 0.26 0.10 0.59 0.15 0.15 7.00 6.1 0.93 9.9 1.53 473.29 469.27 98.75 0.0407 15 13.03 6.0 0.28 OK 477.29 109 ill 0.13 0.10 0.78 0.10 0.79 12.23 5.0 3.91 8.1 6.40 469.95 462.27 101.07 0.0759 15 17.79 11.3 0.15 OK 475.21 111 112A 0.17 0.06 0.58 0.10 0.89 12.38 4.9 4.37 8.1 7.16 452.13 447.00 42.79 0.1200 15 22.37 13.8 0.05 OK 465.00 112A 113 0.00 0.00 0.00 0.00 0.89 12.43 4.9 4.37 8.1 7.15 438.81 438.00 33.35 0.0243 15 10.07 11.9 0.05 OK 452.25 115 117 0.14 0.11 0.79 0.11 0.11 5.00 6.7 0.74 11.0 1.22 469.60 469.20 40.00 0.0100 15 6.46 3.47 0.19 OK 473.60 117 119 0.32 0.25 0.79 0.25 0.36 5.19 5.0 1.82 10.8 3.95 469.10 467.64 58.96 0.0248 15 10.17 6.2 0.16 OK 473.60 119 123 0.11 0.08 0.76 0.08 0.45 5.35 6.6 2.94 10.8 4.82 467.54 465.78 105.26 0.0167 15 8.34 6.2 0.28 OK 471.42 121 123 0.12 0.10 0.82 0.10 0.10 5.63 6.5 0.63 10.6 1.04 466.18 465.78 40.00 0.0100 15 6.46 3.3 0.20 OK 470.18 123 125 0.26 0.09 0.57 0.15 0.70 8.00 5.8 4.04 9.5 6.59 465.68 464.43 109.87 0.0114 15 6.89 5.8 0.32 OK 470.18 125 127 0.54 0.26 0.64 0.35 1.04 8.32 5.7 5.97 9.4 9.75 464.33 453.19 157.75 0.0706 15 17.16 12.5 0.21 OK 468.43 127 129 0.00 0.00 0.00 0.00 1.04 8.53 5.7 5.92 9.3 9.66 450.10 447.01 259.96 0.0119 15 7.04 6.4 0.68 OK 458.02 129 131 0.00 0.00 0.00 0.00 1.04 9.21 5.5 5.76 9.0 9.40 446.32 446.00 23.21 0.0140 15 7.64 8.9 0.04 OK 456.46 133 135 0.40 0.23 0.69 0.28 0.28 9.25 5.5 1.52 9.0 2.48 455.60 455.20 40.00 0.0100 15 6.46 4.2 0.16 OK 463.04 135 137 0.21 0.16 0.78 0.16 0.44 5.00 6.7 2.93 11.0 4.81 455.10 452.46 50.78 0.0520 15 14.72 9.3 0.09 OK 463.04 137 141 0.05 0.04 0.80 0.04 0.48 5.00 6.7 3.19 11.0 5.25 452.36 448.70 67.24 0.0544 15 15.06 9.6 0.12 OK 456.46 139 141 0.05 0.04 0.80 0.04 0.04 10.80 5.2 0.21 8.5 0.34 449.10 448.70 40.00 0.0100 15 6.46 2.4 0.28 OK 453.10 141 145 0.11 0.07 0.72 0.08 0.60 11.08 5.2 3.09 8.4 5.04 448.60 447.00 51.17 0.0313 15 11.42 7.8 0.11 OK 453.10 143 145 0.47 0.12 0.53 0.25 0.25 11.19 5.1 1.28 8.4 2.08 454.50 447.00 129.30 0.0580 15 15.55 7.3 0.30 OK 458.00 145 147 0.31 0.12 0.59 0.18 1.03 11.48 5.1 5.24 8.3 8.57 446.90 443.86 85.84 0.0354 15 12.15 9.3 0.15 OK 450.50 147 149 0.45 0.07 0.48 0.21 1.24 11.64 5.1 6.30 8.3 10.30 443.76 425.57 224.31 0.0811 15 18.39 13.2 0.28 OK 447.86 149 151 0.47 0.12 0.53 0.25 1.49 11.92 5.0 7.48 8.2 12.24 425.32 425.00 32.46 0.0100 18 10.50 6.3 0.09 OK 431.62 153 155 0.33 0.26 0.79 0.26 0.26 5.00 6.7 1.75 11.0 2.87 443.81 443.41 40.00 0.0100 15 6.46 4.4 0.15 OK 451.50 155C 155 0.42 0.28 0.73 0.31 0.31 12.00 5.0 1.54 8.2 2.52 449.94 443.42 122.61 0.0532 15 14.89 T7 0.26 OK 453.94 155A 155 0.16 0.09 0.68 0.11 0.11 9.00 5.6 0.61 9.1 0.99 448.00 447.16 16.76 0.0500 15 14.44 5.7 0.05 OK 451.50 155 157 0.34 0.25 0.77 0.26 0.94 12.26 5.0 4.66 8.1 7.63 443.31 442.01 130.05 0.0100 15 6.46 5.7 0.38 OK 451.50 157 159 0.03 0.03 0.90 0.03 0.97 12.65 4.9 4.73 8.0 7.75 441.91 436.33 163.96 0.0340 15 11.91 8.1 0.34 OK 453.27 159 161 0.00 0.00 0.00 0.00 0.97 12.98 4.8 4.68 7.9 7.67 432.01 422.13 82.35 0.1200 15 22.37 14.3 0.10 OK 440.63 161 163 0.00 0.00 0.00 0.00 0.97 13.08 4.8 4.67 7.9 7.65 414.25 400.00 118.72 0.1200 15 22.37 14.2 0.14 OK 426.42 163 165 0.00 0.00 0.00 0.00 0.97 13.22 4.8 4.65 7.9 7.62 392.10 383.90 68.35 0.1200 15 22.37 14.2 0.08 OK 405.03 165 167 0.00 0.00 0.00 0.00 0.97 13.30 4.8 4.63 1 7.9 7.60 378.30 1 377.99 30.59 1 0.0101 15 6.49 11.1 0.05 OK 388.19 Page 2 of 2 Curb Inlet In Sag (CurbinletCalcs.fm8) Label Solve For Discharge Spread Gutter Width Gutter Cross Road Cross Slope Curb Opening Opening Height Curb Throat Local Depression Local Depression Throat Incline (cfs) (ft) (ft) Slope (ft/ft) Length (ft) Type (in) Width Angle (ft/ft) (ft) (in) (degrees) Curb Inlet In Sag Spread 2.15 9.0 2.00 0.083 0.021 8.0 0.5 Inclined 1.5 24.0 42.00 -5 Curb Inlet In Sag Spread 1.46 7.9 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 -7 Curb Inlet In Sag Spread 2.30 9.4 2.00 0.083 0.021 8.0 0.5 Inclined 1.5 24.0 42.00 - 25 Curb Inlet In Sag Spread 1.89 9.3 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 27 Curb Inlet In Sag Spread 0.76 5.1 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 -41 Curb Inlet In Sag Spread 0.28 2.6 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 43 Curb Inlet In Sag Spread 1.44 7.8 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 49 Curb Inlet In Sag Spread 0.78 5.2 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 -51 Curb Inlet In Sag Spread 2.09 8.8 2.00 0.083 0.021 8.0 0.5 Inclined 1.5 24.0 42.00 -81 Curb Inlet In Sag Spread 2.36 9.5 2.00 0.083 0.021 8.0 0.5 Inclined 1.5 24.0 42.00 - 83 Curb Inlet In Sag Spread 1.45 7.8 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 99 Curb Inlet In Sag Spread 1.56 8.2 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 107 Curb Inlet In Sag Spread 2.07 9.9 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 125 Curb Inlet In Sag Spread 1.15 6.7 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 147 Curb Inlet In Sag Spread 1.66 8.6 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 153 Curb Inlet In Sag Spread 1.64 8.5 2.00 0.083 0.021 6.0 0.5 Inclined 1.5 24.0 42.00 - 155 Notes Messages Depth Gutter Total Depression (in) Depression (in) (in) 3.7 1.5 3.0 3.5 1.5 3.0 3.8 1.5 3.0 3.8 1.5 3.0 2.8 1.5 3.0 2.2 1.5 3.0 3.4 1.5 3.0 2.8 1.5 3.0 3.7 1.5 3.0 3.9 1.5 3.0 3.5 1.5 3.0 3.6 1.5 3.0 4.0 1.5 3.0 3.2 1.5 3.0 3.6 1.5 3.0 3.6 1.5 3.0 FlowMaster CurbinletCa1cs.fm8 Bentley Systems, Inc. Haestad Methods Solution Center [10.03.00.031 6132022 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Label Solve For Efficiency Curb Opening Local Depression Local Depression M Length (in) Width (ft) (in) Curb Inlet On Efficiency 92.61 8.0 1.5 24.0 Grade - 5A Curb Inlet On Efficiency 99.45 8.0 1.5 24.0 Grade - 11 Curb Inlet On Efficiency 90.51 12.0 1.5 24.0 Grade - 13 Curb Inlet On Efficiency 94.97 6.0 1.5 24.0 Grade - 15 Curb Inlet On Efficiency 100.00 4.0 1.5 24.0 Grade - 17 Curb Inlet On Efficiency 100.00 6.0 1.5 24.0 Grade - 19 Curb Inlet On Efficiency 94.85 8.0 1.5 24.0 Grade - 23 Curb Inlet On Efficiency 97.22 12.0 1.5 24.0 Grade - 37 Curb Inlet On Efficiency 99.13 10.0 1.5 24.0 Grade - 39 Curb Inlet On Efficiency 93.67 8.0 1.5 24.0 Grade - 73 Curb Inlet On Efficiency 99.72 8.0 1.5 24.0 Grade - 75 Curb Inlet On Efficiency 97.01 8.0 1.5 24.0 Grade - 81C Curb Inlet Efficiency 94.17 10.0 1.5 24.0 Grade - 81E Curb Inlet On Efficiency 99.39 10.0 1.5 24.0 Grade - 95A Curb Inlet On Efficiency 95.03 10.0 1.5 24.0 Grade - 95 Curb Inlet On Efficiency 99.93 8.0 1.5 24.0 Grade - 97 Curb Inlet On Efficiency 96.03 6.0 1.5 24.0 Grade - 109A Curb Inlet Efficiency 99.59 6.0 1.5 24.0 Grade - 109 Curb Inlet Efficiency 100.00 6.0 1.5 24.0 Grade - 115 Curb Inlet Efficiency 100.00 8.0 1.5 24.0 Grade - 117 Curb Inlet Efficiency 100.00 6.0 1.5 24.0 Grade - 119 Curb Inlet Efficiency 100.00 6.0 1.5 24.0 Grade - 121 Curb Inlet Efficiency 100.00 6.0 1.5 24.0 Grade - 123 Curb Inlet Efficiency 93.90 12.0 1.5 24.0 Grade - 133 Curb Inlet Efficiency 94.10 8.0 1.5 24.0 Grade - 135 Curb Inlet Efficiency 100.00 6.0 1.5 24.0 Grade - 137 Curb Inlet Efficiency 100.00 6.0 1.5 24.0 Grade - 139 Curb Inlet Efficiency 99.50 6.0 1.5 24.0 Grade - 141 Curb Inlet On Efficiency 92.72 10.0 1.5 24.0 Grade - 155C Curb Inlet Efficiency 100.00 4.0 1.5 24.0 Grade - 157 Curb Inlet On Grade (CurbinletCales.fm8) Discharge Slope Gutter Width Gutter Cross Road Cross Slope (cfs) (ft/ft) (ft) Slope (ft/ft) (ft/ft) 1.46 0.026 2.00 0.083 0.021 1.04 0.022 2.00 0.083 0.021 2.59 0.046 2.00 0.083 0.021 0.78 0.022 2.00 0.083 0.021 0.04 0.022 2.00 0.083 0.021 0.35 0.022 2.00 0.083 0.021 1.94 0.010 2.00 0.083 0.021 1.86 0.048 2.00 0.083 0.021 1.09 0.048 2.00 0.083 0.021 0.96 0.048 2.00 0.083 0.021 0.59 0.048 2.00 0.083 0.021 1.18 0.025 2.00 0.083 0.021 2.28 0.020 2.00 0.083 0.021 1.00 0.052 2.00 0.083 0.021 1.40 0.052 2.00 0.083 0.021 0.53 0.052 2.00 0.083 0.021 0.55 0.033 2.00 0.083 0.021 0.40 0.033 2.00 0.083 0.021 0.43 0.020 2.00 0.083 0.021 0.98 0.020 2.00 0.083 0.021 0.32 0.010 2.00 0.083 0.021 0.38 0.015 2.00 0.083 0.021 0.53 0.015 2.00 0.083 0.021 1.68 0.082 2.00 0.083 0.021 0.64 0.082 2.00 0.083 0.021 0.16 0.050 2.00 0.083 0.021 0.16 0.050 2.00 0.083 0.021 0.30 0.050 2.00 0.083 0.021 1.91 0.035 2.00 0.083 0.021 0.11 0.010 2.00 0.083 0.021 Manning Intercepted Flow Bypass Flow Spread Depth Coefficient (cfs) (cfs) (ft) (in) 0.013 1.35 0.11 4.4 2.6 0.013 1.03 0.01 3.5 2.4 0.013 2.34 0.25 5.3 2.8 0.013 0.74 0.04 2.6 2.2 0.013 0.04 0.00 0.7 0.7 0.013 0.35 0.00 1.6 1.6 0.013 1.84 0.10 7.0 3.2 0.013 1.81 0.05 4.1 2.5 0.013 1.08 0.01 2.4 2.1 0.013 0.90 0.06 2.0 2.0 0.013 0.59 0.00 1.7 1.7 0.013 1.14 0.04 3.7 2.4 0.013 2.15 0.13 6.4 3.1 0.013 0.99 0.01 2.0 2.0 0.013 1.33 0.07 3.1 2.3 0.013 0.53 0.00 1.6 1.6 0.013 0.53 0.02 1.8 1.8 0.013 0.40 0.00 1.6 1.6 0.013 0.43 0.00 1.8 1.8 0.013 0.98 0.00 3.5 2.4 0.013 0.32 0.00 1.8 1.8 0.013 0.38 0.00 1.8 1.8 0.013 0.53 0.00 2.0 2.0 0.013 1.58 0.10 2.9 2.2 0.013 0.60 0.04 1.6 1.6 0.013 0.16 0.00 1.0 1.0 0.013 0.16 0.00 1.0 1.0 0.013 0.30 0.00 1.3 1.3 0.013 1.77 0.14 4.7 2.7 0.013 0.11 0.00 1.2 1.2 FlowMaster CurbinletCa1cs.fm8 Bentley Systems, Inc. Haestad Methods Solution Center [10.03.00.031 6132022 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Curb Inlet On Grade (CurbinletCalcs.fm8) Flow Area Gutter Total Depression Velocity Equivalent Cross Length Factor Total Notes Messages (ft2) Depression (in) (ft/s) Slope Interception (in) (ft/ft) Length (ft) 0.3 1.5 3.0 4.51 0.137 0.765 10.5 0.3 1.5 3.0 4.10 0.142 0.944 8.5 0.4 1.5 3.0 6.21 0.129 0.730 16.4 0.2 1.5 3.0 3.99 0.145 0.810 7.4 0.0 1.5 3.0 1.92 0.146 1.883 2.1 0.1 1.5 3.0 3.30 0.146 1.136 5.3 0.6 1.5 3.0 3.07 0.114 0.807 9.9 0.3 1.5 3.0 6.15 0.138 0.863 13.9 0.2 1.5 3.0 5.85 0.146 0.929 10.8 0.2 1.5 3.0 5.71 0.146 0.784 10.2 0.1 1.5 3.0 5.05 0.146 0.962 8.3 0.3 1.5 3.0 4.39 0.141 0.858 9.3 0.5 1.5 3.0 4.18 0.120 0.794 12.6 0.2 1.5 3.0 5.93 0.146 0.941 10.6 0.2 1.5 3.0 6.24 0.144 0.811 12.3 0.1 1.5 3.0 5.06 0.146 0.983 8.1 0.1 1.5 3.0 4.30 0.146 0.834 7.2 0.1 1.5 3.0 3.97 0.146 0.953 6.3 0.1 1.5 3.0 3.36 0.146 1.072 5.6 0.3 1.5 3.0 3.91 0.142 0.997 8.0 0.1 1.5 3.0 2.40 0.146 1.494 4.0 0.1 1.5 3.0 2.92 0.146 1.231 4.9 0.2 1.5 3.0 3.18 0.146 1.071 5.6 0.2 1.5 3.0 7.80 0.145 0.788 15.2 0.1 1.5 3.0 6.29 0.146 0.792 10.1 0.0 1.5 3.0 3.69 0.146 1.234 4.9 0.0 1.5 3.0 3.69 0.146 1.234 4.9 0.1 1.5 3.0 4.32 0.146 0.947 6.3 0.4 1.5 3.0 5.33 0.134 0.767 13.0 0.1 1.5 3.0 1.84 0.146 1.560 2.6 FlowMaster CurDlnletCa1cs.fm8 Bentley Systems, Inc. Haestad Methods Solution Center [10.03.00.03] 6132022 27 Siemon Company Drive: Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2