Geom Title=WBridgeGeometry Program Version=7.01 Viewing Rectangle= 0 , 1 , 1 , 0 River Reach=River ,R01 Reach XY= 2 -0.1630859375 0.6953125 0.9287109375 0.19140625 Rch Text X Y=0.1098633,0.5693359 Reverse River Text= 0 Type RM Length L Ch R = 1 ,8 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:40 #Sta/Elev= 35 0 221 7 220.3 36 216.6 131 216.6 233 216.8 282 216.6 351 216.4 518 216.1 591 213.3 627 213.2 692 209 709 212.7 719 209.4 738 204.9 751 210.8 771 212.8 797 213.7 820 211.6 866 214.8 879 214 899 210.2 932 209.9 948 216.6 1011 218.1 1063 218.7 1093 219.1 1198 218.5 1283 218.2 1542 218.4 1565 218.1 1772 218.1 1791 218.4 1831 218.9 1887 220.4 1910 220.8 #Mann= 3 ,0,0 0 .14 0 0 .14 0 1910 .14 0 Bank Sta=0,1910 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=205.05,0.3, 53 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,7 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:44 #Sta/Elev= 69 0 218.6 26.9 218.05 58.3 217.06 65.6 216.78 142.3 214.16 143 214.14 335.8 212.56 347.9 211.24 359.3 210.63 368.5 212.57 440.8 212.24 450.3 212.24 515.8 211.95 590.5 211.9 611.9 209.82 619.6 207.46 630 206.6 630 204.7 643.6 208.09 649.3 208.03 651.3 208.05 659 207.54 669.1 208.7 691.1 209.29 699.9 210.35 704 211.2 760.6 211.25 784.3 211.47 797.7 210.59 815.2 210.88 818.7 210.94 852.2 211.3 852.2 212.45 856.6 212.51 866.4 212.63 879 212.79 905.2 213.12 940.2 213.57 962.6 213.85 966.5 213.9 981.1 213.87 1044.8 213.93 1052 213.94 1089.9 213.72 1115.2 213.5 1124.9 211.34 1134.7 211.53 1172.6 211.81 1182.7 212.31 1220.2 214.18 1239.7 211.41 1239.7 211.81 1264 211.8 1268.8 211.82 1278.5 211.8 1366 212.81 1376.7 212.93 1386.5 213.06 1466.2 211.79 1495.3 214.18 1537.9 214.55 1571.2 214.86 1593.5 214.69 1615.9 214.87 1683 215.64 1788 216.89 1801.6 217.08 1906.4 218.42 1926 218.7 #Mann= 3 ,0,0 0 .1 0 0 .1 0 1926 .1 0 Bank Sta=0,1926 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=204.85,0.3, 46 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,6 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:47 #Sta/Elev= 78 0 218.34 11.31 216.3 11.33 216.29 37.31 214.35 37.33 214.35 56.08 213.91 136.79 211.81 152.64 211.45 322.75 212.25 334.42 211.83 345.33 211.67 354.2 212.52 359.56 212.55 408.14 209.6 408.17 209.6 411.55 210.55 411.57 210.55 432.86 210.47 478.28 210.19 495.76 209.98 567.6 209.24 575.99 207.17 576.03 207.17 595.27 206.3 595.28 206.3 597.8 204.76 597.8 204 610.68 204.24 620.69 204.57 620.74 204.57 638.57 207.48 644.55 208.79 644.57 208.8 647.2 210.34 695.66 210.66 695.71 210.66 704.76 210.82 728.86 211.32 742.39 211.2 760.18 211.62 797.91 212.51 797.91 212.97 799.51 213.01 799.54 213.01 864.78 213.65 864.83 213.65 914.05 213.74 935.99 213.64 936.01 213.64 993.57 213.54 1007.2 213.52 1059.57 212.94 1059.62 212.94 1130.83 212.36 1130.86 212.36 1133.81 212.36 1207.94 212.34 1207.97 212.34 1216.49 212.45 1286.1 213.48 1286.15 213.48 1320.11 213.71 1371.16 214.06 1419.57 214.51 1419.62 214.51 1487.86 214.51 1487.91 214.51 1494.82 214.54 1594.67 214.98 1594.69 214.98 1642.38 215.29 1701.47 215.69 1701.49 215.69 1749.16 215.97 1869.47 216.76 1886.43 216.89 1886.45 216.91 1889.4 221.14 #Mann= 3 ,0,0 0 .09 0 0 .09 0 1889.4 .09 0 Bank Sta=0,1889.4 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=204.15,0.3, 57 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,5 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:50 #Sta/Elev= 31 0 218.3 10 215.8 33 213.5 135 210.7 318 212.7 361 209.1 364 210.3 423 210.1 502 209.2 512 206.7 535 205.8 538 203.9 564 204.4 591 208.8 594 210.5 643 211 748 213.5 814 213.9 886 213.6 958 213.5 1011 212.8 1083 212.1 1161 212.1 1240 213.4 1326 214 1375 214.5 1444 214.4 1552 214.8 1660 215.5 1847 216.5 1850 221.8 #Mann= 3 ,0,0 0 .06 0 0 .06 0 1850 .06 0 Bank Sta=0,1850 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=204.05,0.3, 59 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 3 ,4.5 ,,, Node Last Edited Time=Sep-22-2026 09:20:15 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 200,40,2.6,0, 2, 2, , , 0.95, 0, 0,0,, 0 1850 220 220 219 219 0 1850 220 220 219 219 Pier Skew, UpSta & Num, DnSta & Num= ,231.25, 2 ,231.25, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Pier Skew, UpSta & Num, DnSta & Num= ,462.5, 2 ,462.5, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Pier Skew, UpSta & Num, DnSta & Num= ,693.75, 2 ,693.75, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Pier Skew, UpSta & Num, DnSta & Num= ,925, 2 ,925, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Pier Skew, UpSta & Num, DnSta & Num= ,1156.25, 2 ,1156.25, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Pier Skew, UpSta & Num, DnSta & Num= ,1387.5, 2 ,1387.5, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Pier Skew, UpSta & Num, DnSta & Num= ,1618.75, 2 ,1618.75, 2 , 0 , 0 , 0 ,, 1.25 1.25 202.74 219 1.25 1.25 202.74 219 Abutment Skew #Up #Dn= , 2 , 2 0 1000 220 -280 0 1000 220 -280 Abutment Skew #Up #Dn= , 2 , 2 850 1850 -280 220 850 1850 -280 220 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BR Coef Momentum General=-1 BC Design=,, 0 ,, 0 ,,7,231.25,231.25,231.25,1.25 BC Use User HTab Curves=0 BC User HTab FreeFlow(D)= 0 Type RM Length L Ch R = 1 ,4 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:53 #Sta/Elev= 90 0 216.56 11.28 215.82 71.04 213.12 157.85 210.27 167.63 210.12 227.12 209.88 227.49 209.87 259.33 209.68 292.95 210.02 306.04 209.88 317.32 210.47 353.61 210.29 359.2 211.88 364.31 211.54 366.79 210.74 371.91 209.8 374.46 209.3 379.5 209.02 382.06 208.82 387.17 208.84 389.73 208.34 394.76 208.84 397.32 208.7 399.98 208.43 402.43 208.13 404.99 207.95 410.03 207.39 412.58 205.76 417.7 205.21 420.18 205.02 425.29 204.7 427.85 204.51 428.35 204.51 428.35 203.27 432.88 203.06 435.44 202.74 439.75 203.22 444.06 204.25 446.14 204.01 450.45 203.77 452.61 203.83 456.85 204.49 459 204.85 463.31 205.52 465.14 206.18 465.47 206.29 469.71 206.84 471.86 207.51 476.17 207.94 478.32 208.43 482.57 208.74 484.72 208.99 489.03 209.3 491.12 210.39 495.43 211.06 497.58 211.67 499.8 211.98 543.87 210.83 548.42 210.76 578.95 210.98 632.92 211.34 647.31 211.23 682.39 211.25 691.06 211.31 768.86 211.83 792.12 211.88 839.09 212.04 856.88 211.97 924.45 210.92 936.03 210.8 951.32 209.96 956.71 209.54 981.72 210.08 1006.58 209.68 1016.08 209.97 1084.43 210.85 1143.8 211.78 1154.59 211.82 1169.88 212.14 1215.12 211.81 1282.11 212.6 1336.14 212.73 1393.84 213.53 1406.38 213.7 1484.18 213.94 1538.65 214.24 1594.39 214.6 1662.47 215.09 1686.15 215.34 1771.6 216.82 #Mann= 3 ,0,0 0 .136 0 0 .136 0 1771.6 .136 0 Bank Sta=0,1771.6 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=202.89,0.3, 46 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,3 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:55 #Sta/Elev= 32 0 216.2 7 215.1 98 208.5 141 208.5 161 207.2 190 207.2 197 209 223 209.6 246 208.8 262 206.9 262 203.8 266 202.8 272 207 279 209.7 328 209 367 209.3 427 209.7 443 209.3 482 209 604 209.8 676 210.5 764 209.1 781 207.1 787 206.1 853 209.8 929 211.2 1007 213.1 1024 214.2 1273 214.3 1434 214.3 1598 214.7 1693 216.4 #Mann= 3 ,0,0 0 .04 0 0 .04 0 1693 .04 0 Bank Sta=0,1693 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=202.95,0.3, 45 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,2 ,857.14,857.14,857.14 Node Last Edited Time=Sep-22-2026 09:04:57 #Sta/Elev= 78 0 216.12 5.26 215.6 74.13 210.43 106.6 208.61 121.77 207.5 143.62 206.28 148.97 206.34 168.6 205.36 191.14 203.85 200.75 203.05 200.77 203.05 206.83 201.93 206.83 201.31 210.8 200.48 216.54 202.76 216.54 203.54 216.57 203.55 216.57 205.89 217.92 206.31 226.2 208.5 274.2 208.86 279.67 208.47 290.82 207.74 290.85 207.74 310.44 208.88 322.21 208.92 364.32 209.03 368.24 209.12 368.25 209.12 387.65 208.52 405.1 207.88 413.26 207.61 413.3 207.61 422.11 206.16 422.13 206.16 428.95 205.99 428.97 205.99 438.75 205.97 447.74 207.42 448.56 207.56 502.43 206.26 502.45 206.26 515.15 205.72 515.17 205.72 531.82 206.86 531.87 206.86 580.8 208.68 589.58 209.01 589.62 209.02 659.36 209.44 682.67 209.47 682.69 209.47 755.37 209.42 773.95 209.05 780.45 208.87 852.51 209.76 935.4 210.22 946.14 210.29 946.17 210.29 949.11 210.46 949.13 210.46 978.45 211.63 978.5 211.63 1001.03 212.21 1001.06 212.21 1020.47 212.37 1039.05 212.65 1232.19 213.34 1310.75 213.61 1347.79 213.74 1347.81 213.74 1486.45 213.46 1547.62 213.37 1547.67 213.37 1665.36 213.71 1675.94 213.78 1675.99 213.78 1769 215.28 #Mann= 3 ,0,0 0 .092 0 0 .092 0 1769 .092 0 Bank Sta=0,1769 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=200.63,0.3, 52 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,1 ,0,0,0 Node Last Edited Time=Sep-22-2026 09:05:02 #Sta/Elev= 43 0 212.8 16 212.1 56 210.1 59 209.3 203 209.1 249 207.4 394 205.8 407 205.2 410 201 417 199.9 427 201.1 433 203.5 518 209 568 208.2 584 203.9 591 198.6 597 203.8 636 207.3 712 206.7 732 206.1 768 205.9 787 206.7 823 207.7 837 207.8 863 206.8 879 206.2 902 207.2 925 209 1053 210.5 1102 209.9 1129 209.7 1184 209.6 1204 209 1224 208.8 1348 208.6 1490 209.1 1535 209.2 1542 207.7 1558 209.3 1755 209.8 1850 210 1969 212.2 1988 213.4 #Mann= 3 ,0,0 0 .1 0 0 .1 0 1988 .1 0 Bank Sta=0,1988 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=198.75,0.3, 49 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 LCMann Time=Dec-30-1899 00:00:00 LCMann Region Time=Dec-30-1899 00:00:00 LCMann Table=0 Chan Stop Cuts=-1 Use User Specified Reach Order=0 GIS Ratio Cuts To Invert=-1 GIS Limit At Bridges=0 Composite Channel Slope=5