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Lindsay Subarea Tasks 1-3 Results Tables
City of Arlington Lindsay Subarea Sewer Hydraulic Analyses 23-26 On-Call Water&Sewer System Engineering Services Task 1 Results ID Label Diameter(in) Material Slope(Calculated)(%) Manning's n Start Node Stop Node Velocity(ft/s) Flow(gal/min) Capacity(Full Flow)(gal/min) Flow/Capacity(%) Depth(Middle)(ft) Depth/Diameter(%) 3307 P-1935 8 PVC 5.45 0.01 MH-682 MH-700 7.89 286.4 1,646.3 17.4 0.38 56 3308 P-1952 8 PVC 5.48 0.01 MH-700 MH-693 7.91 286.92 1,650.4 17.4 0.28 42 3309 P-1950 8 PVC 5.33 0.01 MH-2124 MH-682 7.81 284.44 1,627.6 17.5 0.38 56 3310 P-2485 8 PVC 3.31 0.01 MH-681 MH-2124 6.57 284.28 1,283.6 22.1 0.37 56 3317 P-1992 8 PVC 0.69 0.01 MH-691 MH-681 3.64 264.12 594.9 45.2 0.37 55 3321 P-1937 8 PVC 0.49 0.01 MH-671 MH-691 3.2 261.84 494.8 52.9 0.36 54 3322 P-2266 8 PVC 0.59 0.01 MH-663 MH-671 3.42 259.96 540.4 48.1 0.36 54 3337 P-1560 8 PVC 8.24 0.01 MH-775 MH-656 8.83 256.28 2,023.6 12.7 0.36 53 3338 P-779 8 PVC 5.87 0.01 MH-769 MH-775 7.83 255.36 1,707.8 15.0 0.35 53 3339 P-778 8 PVC 0.53 0.01 MH-843 MH-743 3.25 246.92 514.9 48.0 0.35 53 3346 P-734 8 PVC 0.73 0.01 MH-761 MH-843 3.66 245.6 604.4 40.6 0.35 52 3352 P-772 8 PVC 6.56 0.01 MH-657 MH-841 7.73 211.12 1,806.0 11.7 0.32 49 3353 P-773 8 PVC 1.64 0.01 MH-658 MH-657 4.69 210.16 903.9 23.3 0.32 48 3356 P-716 8 PVC 0.59 0.01 MH-841 MH-835 3.28 222.12 540.2 41.1 0.31 47 3357 P-715 8 PVC 0.51 0.01 MH-835 MH-828 3.12 222.12 505.6 43.9 0.32 48 3359 P-696 8 PVC 0.56 0.01 MH-828 MH-666 3.23 222.12 528.9 42.0 0.32 47 3368 P-1959 8 PVC 0.52 0.01 MH-667 MH-761 3.17 231.72 508.5 45.6 0.34 51 3369 P-1960 8 PVC 0.56 0.01 MH-666 MH-667 3.23 222.12 529.2 42.0 0.33 50 3372 P-740 8 PVC 8.09 0.01 MH-1858 MH-658 8.3 210.16 2,005.9 10.5 0.23 35 3414 P-661 8 PVC 2.29 0.01 MH-693 MH-684 5.77 287.24 1,066.1 26.9 0.38 57 3422 P-1941 8 PVC 3.11 0.01 MH-772 MH-777 6.7 331 1,242.4 26.6 0.45 67 3424 P-2487 8 PVC 7.86 0.01 MH-767 MH-772 9.37 330.08 1,976.3 16.7 0.41 61 3429 P-852 8 PVC 13.93 0.01 MH-757 MH-767 11.49 329.64 2,631.3 12.5 0.41 61 3430 P-623 8 PVC 4.25 0.01 MH-639 MH-738 7.29 297.04 1,454.0 20.4 0.38 58 3431 P-654 8 PVC 1.34 0.01 MH-694 MH-639 4.79 292.08 817.6 35.7 0.38 57 3831 P-2384 8 PVC 2.32 0.01 MH-738 MH-3341 5.86 297.68 1,073.8 27.7 0.39 59 3832 P-3189 8 PVC 3.38 0.01 MH-3341 MH-757 6.86 323.16 1,295.6 24.9 0.40 60 3833 P-3190 8 PVC 0.44 0.01 MH-743 MH-3342 3.04 252.52 466.9 54.1 0.35 53 3834 P-3134 8 PVC 1.95 0.01 MH-3342 MH-769 5.27 254.56 994.5 25.9 0.35 53 3835 P-3135(1) 8 PVC 1.29 0.01 MH-656 MH-663 4.56 257.84 801.6 32.2 0.36 54 7144 P-1767 12 PVC 0.22 0.01 MH-777 MH-111 2.75 476.32 975.0 48.9 0.48 48 City of Arlington Lindsay Subarea Sewer Hydraulic Analyses 23-26 On-Call Water&Sewer System Engineering Services Task 2 Results ID Label Diameter(in) Material Slope(Calculated)(%) Manning's n Start Node Stop Node Velocity(ft/s) Flow(gal/min) Capacity(Full Flow)(gal/min) Flow/Capacity(%) Depth(Middle)(ft) Depth/Diameter(%) 3307 P-1935 8 PVC 5.45 0.01 MH-682 MH-700 8.37 355.1 1,646.3 21.6 0.42 63 3308 P-1952 8 PVC 5.48 0.01 MH-700 MH-693 8.39 355.62 1,650.4 21.5 0.42 63 3309 P-1950 8 PVC 5.33 0.01 MH-2124 MH-682 8.29 353.14 1,627.6 21.7 0.42 63 3310 P-2485 8 PVC 3.31 0.01 MH-681 MH-2124 6.99 352.98 1,283.6 27.5 0.42 63 3317 P-1992 8 PVC 0.69 0.01 MH-691 MH-681 3.85 332.82 584.9 56.9 0.41 62 3321 P-1937 8 PVC 0.49 0.01 MH-671 MH-691 3.38 330.54 494.8 66.8 0.41 61 3322 P-2266 8 PVC 0.59 0.01 MH-663 MH-671 3.62 328.66 540.4 60.8 0.40 61 3337 P-1560 8 PVC 8.24 0.01 MH-775 MH-656 9.47 324.98 2,023.6 16.1 0.40 60 3338 P-779 8 PVC 5.87 0.01 MH-769 MH-775 8.38 324.06 1,707.8 19.0 0.40 60 3339 P-778 8 PVC 0.53 0.01 MH-843 MH-743 3.45 315.62 514.9 61.3 0.40 60 3346 P-734 8 PVC 0.73 0.01 MH-761 MH-843 3.9 314.3 604.4 52.0 0.40 59 3352 P-772 8 PVC 6.56 0.01 MH-657 MH-841 8.37 279.82 1,806.0 15.5 0.38 56 3353 P-773 8 PVC 1.64 0.01 MH-658 MH-657 5.09 278.86 903.9 30.9 0.37 56 3356 P-716 8 PVC 0.59 0.01 MH-841 MH-835 3.51 290.82 540.2 53.8 0.36 55 3357 P-715 8 PVC 0.51 0.01 MH-835 MH-828 3.34 290.82 505.6 57.5 0.37 56 3359 P-696 8 PVC 0.56 0.01 MH-828 MH-666 3.46 290.82 528.9 55.0 0.37 55 3368 P-1959 8 PVC 0.52 0.01 MH-667 MH-761 3.38 300.42 508.5 59.1 0.39 59 3369 P-1960 8 PVC 0.56 0.01 MH-666 MH-667 3.46 290.82 529.2 55.0 0.38 57 3372 P-740 8 PVC 8.09 0.01 MH-1858 MH-658 8.3 210.16 2,005.9 10.5 0.35 52 3414 P-661 8 PVC 2.29 0.01 MH-693 MH-684 6.12 355.94 1,066.1 33.4 0.42 63 3422 P-1941 8 PVC 3.11 0.01 MH-772 MH-777 7.07 399.7 1,242.4 32.2 0.49 74 3424 P-2487 8 PVC 7.86 0.01 MH-767 MH-772 9.87 398.78 1,976.3 20.2 0.45 67 3429 P-852 8 PVC 13.93 0.01 MH-757 MH-767 12.11 398.34 2,631.3 15.1 0.45 67 3430 P-623 8 PVC 4.25 0.01 MH-639 MH-738 7.72 365.74 1,454.0 25.2 0.43 64 3431 P-654 8 PVC 1.34 0.01 MH-684 MH-639 5.06 360.78 817.6 44.1 0.43 64 3831 P-2384 8 PVC 2.32 0.01 MH-738 MH-3341 6.2 366.38 1,073.8 34.1 0.44 65 3832 P-3189 8 PVC 3.38 0.01 MH-3341 MH-757 7.25 391.86 1,295.6 30.2 0.44 67 3833 P-3190 8 PVC 0.44 0.01 MH-743 MH-3342 3.21 321.22 466.9 68.8 0.40 61 3834 P-3134 8 PVC 1.95 0.01 MH-3342 MH-769 5.62 323.26 984.5 32.8 0.40 60 3835 P-3135(1) 8 PVC 1.29 0.01 MH-656 MH-663 4.86 326.54 801.6 40.7 0.40 61 7144 13-1767 12 PVC 0.22 0.01 MH-777 MH-111 2.84 545.02 975.0 55.9 6.51 51 City of Arlington Lindsay Subarea Sewer Hydraulic Analyses 23-26 On-Call Water&Sewer System Engineering Services Task 3 Results ID Label Diameter(in) Material Slope(Calculated)(%) Manning's n Start Node Stop Node Velocity(ft/s) Flow(gal/min) Capacity(Full Flow)(gal/min) Flow/Capacity(%) Depth(Middle)(ft) Depth/Diameter(%) 3523 P-1793 8 PVC 0.79 0.01 MH-2243 MH-1820 3.46 181.54 626.1 29.0 0.3 46 3531 P-3005 12 PVC 1.18 0.01 MH-1807 MH-91 4.49 311.49 2,254.3 13.8 0.4 39 3532 P-3006 12 PVC 0.22 0.01 MH-91 MH-1488 2.6 389.7 969.2 40.2 0.4 44 3547 P-2255 12 PVC 17.40 0.01 MH-1488 WW-8 13.21 480.36 8,671.0 5.5 0.7 72 3548 P-865 12 PVC 0.23 0.01 MH-1808 MH-1807 2.49 310.77 992.7 31.3 0.4 37 3550 P-859 12 PVC 0.36 0.01 MH-1810 MH-1809 2.76 246.29 1,251.6 19.7 0.3 32 3551 P-860 12 PVC 0.25 0.01 MH-1811 MH-1810 2.41 245.57 1,039.4 23.6 0.3 32 3552 P-1877 12 PVC 1.05 0.01 MH-1812 MH-1811 4.01 243.88 2,125.7 11.5 0.3 32 3553 P-1874 10 PVC 3.28 0.01 MH-1813 MH-1812 6.14 243.36 2,314.8 10.5 0.3 30 3554 P-1875 10 PVC 4.50 0.01 MH-1814 MH-1813 6.86 242.83 2,710.3 9.0 0.3 39 3555 P-1881 10 PVC 4.57 0.01 MH-1815 MH-1814 6.89 242.3 2,733.0 8.9 0.3 39 3556 P-861 10 PVC 5.92 0.01 MH-1816 MH-1815 7.56 242.14 3,111.5 7.8 0.3 39 3557 P-856 8 PVC 8.44 0.01 MH-1817 MH-1816 8.79 241.98 2,047.9 11.8 0.3 37 3558 P-857 8 PVC 7.02 0.01 MH-1818 MH-1817 8.21 241.82 1,867.5 12.9 0.3 52 3559 P-2593 8 PVC 9.20 0.01 MH-1819 MH-1818 9.04 241.66 2,138.3 11.3 0.3 52 3560 P-1880 8 PVC 6.80 0.01 MH-1820 MH-1819 7.76 206.18 1,838.8 11.2 0.3 50 6323 P-1612 12 PVC 0.25 0.01 MH-1809 MH-2552 2.4 249.38 1,029.5 24.2 0.4 36 6324 P-3294 12 PVC 0.22 0.01 MH-2552 MH-1808 2.46 310.24 977.7 31.7 0.4 39 Note:the flow highlighted ingreen is the total flow at LS 8.