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HomeMy WebLinkAboutAppendix 14 Corrected Converted HEC-RAS ModelAppendix 14 "Corrected" Converted HEC-RAS Model HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center x x x x x x 609 Second Street, Suite D Davis, California 95616-4687 (916) 756-1104 xxxxxx xx xx xxxx x x x x x x x x x x x xx x x xxxxxxx xx xx x xxx xxxx xxxxxx x x x x x x x x x x x x x xxxxxx xxxx x PROJECT DATA Project Title: convert FEMA LICK Creek Study Project File LCconvert.prj Run Date and Time: 6/15/00 10:07:38 AM Project in English units Project Description: BRAZOS COUNTY LIMITED DETAILED STUDY SEPT 89 100 YEAR FREQUENCY FLOOD LICK CREEK BG Imported into HEC-RAS by City of College Station June 2000 PLAN DATA Plan Title: Imported Plan 01 x x x x x x x x x xx xx x x xxxx x x xxxxx Plan File 0:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.pOl Geometry Title: Imported Geom 01 Geometry File : O:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.gOl Flow Title Flow File Model\LCconvert.fOl Imported Flow 01 0:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Plan Summary Information: Number of: Cross Sections Culverts Bridges 83 1 1 Mulitple Openings Inline Weirs Computational Information Water surf ace calculation tolerance Critical depth calculaton tolerance Maximum number of interations Maximum difference tolerance Flow tolerance factor Computation Options 0.01 0.01 20 0.3 0.001 Critical depth computed only where necessary 0 0 Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Imported Flow 01 Flow File O:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.fOl Flow Data (cfs) River RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 Reach Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Boundary Conditions River Downstream RIVER-1 . 0014 GEOMETRY DATA Reach Reach-1 Geometry Title: Imported Geom 01 RS 62720 61200 53400 49120 41710 30520 20790 10815 Profile PF 1 PF 1 2500 4900 4500 8300 7800 11500 12300 11500 Upstream Geometry File : 0:\GROUP\DEVE SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.gOl - CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 62720 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta 1000 284 1100 281. 8 1200 279.7 1300 1347 268.5 1354 274 1400 274.4 1500 1700 274.4 1800 275.3 1900 280 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1339 .065 1354 .075 Bank Sta: Left Right Lengths: Left Channel Right 1339 1354 650 760 575 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 27 6. 80 Element Vel Head (ft) 0.08 Wt. n-Val. w.s. Elev (ft) 276.72 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.003269 Area (sq ft) Q Total (cfs) 2500 .00 Flow (cfs) Top Width (ft) 576.19 Top Width (ft) Vel Total (ft/s) 2.00 Avg. Vel. (ft/s) Max Chl Dpth (ft) 8.22 Hydr. Depth (ft) Conv. Total (cfs) 43722. 4 Conv. (cfs) Length Wtd. (ft) 618.77 Wetted Per. (ft) Min Ch El (ft) 268.50 Shear (lb/sq ft) Elev Sta 274.2 1339 274.3 1600 Coef f Contr. .1 Left OB 0.070 650.00 183.64 183.64 372. 57 84.89 2.03 2.16 6515.8 84.98 0.44 Alpha 1. 22 Stream Power (lb/ft s) 0.89 Frctn Loss (ft) 1.15 Cum Volume (acre-ft) 1988.02 Elev 272. 8 274.9 Expan. . 3 Channel 0 .065 760.00 86.91 86.91 324.71 15.00 3.74 5.79 5 678. 8 17.98 0.99 3.69 671 . 64 Normal s Right OB 0.075 575.00 982.25 982.25 1802.73 476 .30 1. 84 2.06 31527.8 476.34 0.42 0 .77 2083.38 c & E Loss (ft) 0.01 Cum SA (acres) 675.63 64.30 677.07 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 61960 INPUT Description: Station Elevation Data num= 38 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 725 282 781 281. 3 850 280.4 938 279.6 973 279.1 1007 278.8 1069 277.4 1132 277.2 1195 276.8 1221 276.9 1257 276.9 1320 276 1382 275.1 1445 274 1470 273.1 1508 272 1531 270.5 1567 269.8 1571 266 .7 1576 265 .3 1577 266.1 1585 270.8 1625 270.7 1631 270.1 1632 270.2 1645 271.1 1667 271. 3 1681 271. 4 1712 272. 7 1736 272. 9 1763 273.1 1839 273.8 1860 273.9 1943 274.2 1957 274.4 2046 275.1 2053 275.3 2150 278.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 725 .07 1567 . 065 1585 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1567 1585 650 760 575 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 275 .64 Element Left OB Channel Right OB Vel Head (ft) 0 .04 Wt. n-Val . 0.070 0.065 0.075 w.s . Elev (ft) 275.60 Reach Len. (ft) 650.00 760.00 575.00 Crit W.S. (ft) Flow Area (sq ft) 537.10 144.41 1123.17 E.G. Slope (ft/ft) 0.001201 Area (sq ft) 537.10 144.41 1123.17 Q Total (cfs) 2500.00 Flow (cfs) 718. 06 416.20 1365.74 Top Width (ft) 713.53 Top Width (ft) 219.11 18.00 476. 42 Vel Total (ft/s) 1. 39 Avg. Vel. (ft/s) 1. 34 2.88 1. 22 Max Chl Dpth (ft) 10.30 Hydr. Depth (ft) 2.45 8.02 2.36 Conv. Total (cfs) 72142 .1 Conv. (cfs) 20721. 0 12010.2 39411.0 Length Wtd. (ft) 631. 52 Wetted Per. (ft) 219.21 20.81 476.53 Min Ch El (ft) 265.30 Shear (lb/sq ft) 0.18 0.52 0.18 Alpha 1. 41 Stream Power (lb/ft s) 0.25 1. 50 0.21 Fr ctn Loss (ft) 0.93 Cum Volume (acre-ft) 1982.64 669.62 2069.48 C & E Loss (ft) 0.00 Cum SA (acres) 673.36 64.01 670.78 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 450 280 1000 273.9 1500 274 1799 262.8 1863 265.9 2000 271. 8 Manning's n Values Sta n Val 450 .07 RIVER: RIVER-1 RS: 61200 Data num= 30 Sta Elev Sta 540 279 630 1100 273.9 1200 1600 273.2 1700 1804 262 1806 1878 267. 9 1900 2100 272. 9 2200 num= 3 Sta n Val Sta 1794 . 065 1815 Bank Sta: Left Right Lengths: Left 1794 1815 1050 CROSS SECTION OUTPUT Profile #PF 1 Elev Sta Elev Sta Elev 278 790 277 900 276 273.7 noo 274 1400 274.5 270.3 1738 267.6 1794 266.8 262.6 1815 267.5 1857 267 268 .2 1915 268.4 1947 271.1 274.2 2300 275 2400 277.4 n Val .075 Channel Right Coe ff Contr. Expan. 1300 1083.3 . 1 . 3 E.G. Elev (ft) 274.70 Element Left OB Channel Right OB Vel Head (ft) 0.08 Wt . n-Val. 0.070 0 .065 0.075 w.s. Elev (ft) 274 .62 Reach Len. (ft) 1050.00 1300. 00 1083.30 Crit W.S. (ft) Flow Area (sq ft) 1340.98 221. 06 1384.51 E.G. Slope (ft/ft) 0 .001651 Area (sq ft ) 1340.98 221. 06 1384.51 Q Total (cfs) 4900.00 Flow (cfs) 1594 .08 907.16 2398.76 Top Width (ft) 1287.55 Top Width (ft) 828.50 21. 00 438.05 Vel Total (ft/s) 1. 66 Avg. Vel. (ft/s) 1.19 4.10 1. 73 Max Chl Dpth (ft) 12. 62 Hydr. Depth (ft) 1. 62 10.53 3.16 Conv. Total (cfs) 120607.3 Conv. (cfs) 39236.3 22328.7 59042.4 Length Wtd. (ft) 1113.56 Wetted Per. (ft) 828 .65 23.80 438.43 Min Ch El (ft) 262.00 Shear (lb/sq ft) 0 .17 0 .96 0.33 Alpha 1. 82 Stream Power (lb/ft s) 0 .20 3 .93 0. 56 Frctn Loss (ft) 1. 84 Cum Volume (acre-ft) 1968 .63 666.43 2052 .93 c & E Loss (ft) 0.00 Cum SA (acres) 665 .54 63. 67 664.74 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 59900 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta El ev Sta Elev Sta 542 277.3 624 276.3 724 275.4 731 920 274.l 953 273.8 1044 272 1109 1227 271. 7 1296 272. 4 1319 272. 6 1410 1501 271. 6 1593 270.9 1676 268.6 1684 1770 265.2 1774 261. 6 1775 260.7 1780 1783 261.1 1792 265.5 1833 265.8 1834 1856 266 .6 1878 266.8 1893 267 1919 1979 270.6 2004 271 2080 272. 4 2099 2194 274.2 2282 275.2 2289 275.4 2383 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 542 .07 1770 .065 1792 .07 Bank Sta : Left Right Lengths: Left Channel Right 1770 1792 1050 1300 1083.3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 272. 86 Element Vel Head (ft) 0.09 Wt . n-Val. w.s. Elev (ft) 272. 77 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001659 Area (sq ft) Q Total (cfs) 4900.00 Flow (cfs) Top Width (ft) 1098.15 Top Width (ft) Vel Total (ft/s) 1. 82 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.87 Hydr. Depth (ft) Conv. Total (cfs) 120302.5 Conv. (cfs) Length Wtd. (ft) 1113. 56 Wetted Per. (ft) Min Ch El (ft) 259.90 Shear (lb/sq ft) Elev Sta 275.3 852 271. 9 1136 272 . 2 1487 268.4 1719 259 .9 1782 265.8 1840 268. 2 1925 272. 7 2181 277.7 Coe ff Contr. .1 Left OB 0.070 1050.00 1334.58 1334.58 1672.01 7 64 . 99 1. 25 1. 74 41050.4 7 65. 13 0.18 Alpha 1. 74 Stream Power (lb/ft s) 0 .23 Frctn Loss (ft) 1. 66 Cum Volume (acre-ft) 1936.39 C & E Loss (ft) 0.00 Cum SA (acres) 646.34 Elev 274.6 271. 9 271. 7 266 260.6 264. 9 269.5 274.1 Expan. . 3 Channel Right OB 0.065 0.070 1300.00 1083.30 233.67 1117 .39 233.67 1117. 39 964.22 2263.77 22.00 311 .17 4.13 2.03 10.62 3.59 23673.0 55579.1 25.05 311. 52 0.97 0.37 3.99 0.75 659 .64 2021.82 63.03 655.43 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 633 274.6 976 271. 8 1254 269.7 RIVER: RIVER-1 RS: 58600 Data num= 44 Sta Elev Sta 708 273 799 1006 271. 5 1089 1318 270.3 1337 Elev Sta Elev Sta Elev 272. 7 805 272. 7 915 272.2 270 1147 270 1171 269 .9 270.4 1420 269.8 1489 269.3 1503 1746 1760 1833 1958 2175 269.2 263.6 259.1 265.2 269.3 274.1 Manning's n Values Sta n Val 633 . 07 1585 1750 1769 1856 1983 2264 268.5 259.3 263.5 265.5 270 275.4 num= Sta n Val 1746 .065 1660 1751 1810 1871 2063 2271 3 Sta 1769 266.7 258 .6 264 .5 265.7 271. 8 275.6 n Val .07 1668 1756 1812 1888 2079 2367 266. 4 257.9 264.5 266.6 272. 3 278 1700 1759 1818 1904 2162 Bank Sta: Left 1746 Right 1769 Lengths: Left Channel Right Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Ve! Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 1050 1300 1083.3 Profile #PF 1 271. 20 0 .08 271. 12 0.001352 4900.00 1005.66 1. 75 13.22 133286.8 1115. 80 257.90 1. 64 1. 61 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.070 1050.00 1539.41 1539.41 1995.53 718. 92 1. 30 2 .14 54281.2 719.04 0.18 0.23 1901. 7 5 628.45 2 64. 4 2 58 .6 263. 8 2 67 .8 273 .9 Expan . . 3 Channel 0.065 1300 . 00 254.44 254.44 969.42 23.00 3.81 11. 06 26369.7 26.36 0.81 3.10 652.36 62 .3 6 Right OB 0.070 1083.30 1012 .17 1012 .17 1935.04 263.74 1. 91 3.84 52635.9 263.97 0.32 0.62 1995.34 648.28 warning: The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 57300 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta 725 271. 9 792 271 873 270.1 878 1032 269.5 1059 269.3 1135 268.1 1185 1281 267.8 1339 268.1 1356 268.1 1430 1504 266 .8 1578 266.2 1645 264 .7 1652 1722 262 1726 257 1727 256. 4 1733 1736 257.1 1746 261. 6 1787 263.3 1789 1811 263. 9 1833 264 .1 1849 264.3 1866 1937 268.1 1963 268 .9 2040 271. 3 2059 2156 274 2247 275.6 2253 275.8 2350 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 725 .085 1722 .065 1746 .085 Bank Sta: Left Right Lengths: Left Channel Right 1722 1746 1050 1300 1083 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 269 .58 Element Vel Head (ft) 0.09 Wt. n-Val. w.s. Elev (ft) 269.49 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001555 Area (sq ft) Q Total (cfs) 4900.00 Flow (cfs) Top Width (ft) 949 .41 Top Width (ft) Ve! Total (ft/s) 1. 68-Avg. Vel. (ft/s) Max Chl Dpth (ft) 13.69 Hydr. Depth (ft) Conv. Total (cfs) 124247.0 Conv. (cfs) Length Wtd. (ft) 1120.47 Wetted Per. (ft) Min Ch El (ft) 255.80 Shear (lb/sq ft) Elev Sta 270.1 977 268 1207 267.5 1492 264. 5 1680 255.8 1735 263.3 1795 265 1882 271. 9 2143 278.3 Coef f Contr. .1 Left OB 0.085 1050.00 1687.70 1687.70 2113. 43 689.32 1. 25 2 .45 53589 .4 689.42 0.24 Alpha 2.00 Stream Power (lb/ft s) 0 .30 Frctn Loss (ft) 1. 81 Cum Volume (acre-ft) 1862.85 Elev 269.8 268 266 .8 262. 9 256.6 262 . 8 266.2 273.8 Expan. . 3 Channel Right OB 0.065 0.085 1300. 00 1083 .00 273.83 949.04 273.83 949.04 1133. 38 1653.18 24.00 236.09 4.14 1. 7 4 11. 41 4 .02 28738.6 41919.0 27.84 236 .30 0.96 0 .39 3.95 0 .68 644.48 1970 .96 C & E Loss (ft) 0.00 Cum SA (acres) 611. 48 61.66 642.06 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 56000 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta 817 269.1 876 268. 4 948 267 .5 952 1088 267.2 1112 267 .1 1177 266.2 1223 1308 265.8 1359 266 1374 265.9 1440 1505 264. 4 1571 263.9 1630 262 .8 1636 1698 260. 4 1702 254 .8 1703 254.3 1709 1712 255 1722 259.6 1764 262.1 1766 1788 262.5 1811 262.7 1827 262. 9 1844 1916 266.8 1942 267.9 2020 270.8 2040 2138 274 2229 275.8 2235 276 2333 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 817 .085 1698 . 065 1722 .085 Bank Sta: Left Right Lengths: Left Channel Right 1698 1722 1050 1300 1083 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 267.78 Element Vel Head (ft) 0.10 Wt . n-Val. w.s. Elev (ft) 2 67. 68 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001672 Area (sq ft ) Q Total (cfs) 4900.00 Flow (cfs) Top Width (ft) 1003.13 Top Width (ft) Vel Total (ft/s) 1. 71 Avg. Vel. (ft/s) Max Chl Dpth (ft) 13.98 Hydr. Depth (ft) Conv. Total (cfs) 119820.7 Conv. (cfs) Length Wtd. (ft) 1124. 96 Wetted Per. (ft) Min Ch El (ft) 253.70 Shear (lb/sq ft) Elev Sta Elev 267.5 1040 267.3 266 1243 266 265.1 1495 264. 4 262.6 1661 261.3 253.7 1711 254.6 262.1 1772 261. 7 263.5 1860 264.5 271. 5 2124 273.7 276.7 Coef f Contr. Expan. .1 . 3 Left OB Channel 0 .085 0.065 1050.00 1300. 00 1717.28 279 .25 1717.28 279.25 2105.81 1200.82 764.35 24 .00 1. 23 4.30 2.25 11. 64 51493.7 29363.9 764. 42 28.31 0.23 1. 03 Alpha 2.15 Stream Power (lb/ft s) 0.29 4.43 Frctn Loss (ft) 2.02 Cum Volume (acre-ft) 1821. 81 636.22 C & E Loss (ft) 0.00 Cum SA (acres) 593 .96 60.94 Warning: The energy loss was greater than 1.0 ft (0. 3 m). between the current and section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 54700 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 908 266.4 960 265.7 1022 264.9 1026 264. 8 1102 264 .9 1144 265 1165 264 .8 1222 264.2 1262 264 .1 1279 264 1336 263 .8 1380 263. 8 1393 263.7 1450 262 . 8 1497 262 1507 262 1563 261. 5 1615 260.8 1620 260 . 7 1642 259.7 1674 258.8 1678 252.5 1679 252.2 1685 251. 7 1687 252.6 1689 253 1699 257 .6 1742 260.8 1744 260. 8 1750 2 60.7 1766 261. 2 1789 261. 4 1805 261. 5 1822 261. 9 1839 262. 9 1894 265.6 1921 266. 8 2000 270.3 2020 271.1 2106 273.5 2119 273.9 2211 276 2218 276.2 2317 279 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 908 .085 1674 . 065 1699 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1674 1699 1050 1300 1083 .1 .3 Right OB 0.085 1083.00 874.63 874.63 1593.37 214. 78 1. 82 4.07 38963.0 215.00 0 .42 0.77 1948.28 636.46 previous cross CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 265 .76 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n-Val. 0.085 0 .065 0.085 w.s. Elev (ft) 265.64 Reach Len. (ft) 1050.00 1300. 00 1083.00 Crit W.S . (ft) Flow Area (sq ft) 1609.51 291 .43 756.20 E.G. Slope (ft/ft) 0.001929 Area (sq ft) 1609.51 291. 43 756.20 Q Total (cfs) 4900.00 Flow (cfs) 2133.55 1338.92 1427.53 Top Width (ft) 930.17 Top Width (ft) 709.28 25.00 195.88 Vel Total (ft/s) 1. 84 Avg. Vel. (ft/s) 1. 33 4.59 1. 89 Max Chl Dpth (ft) 13.94 Hydr. Depth (ft) 2.27 11. 66 3. 86 Conv. Total (cfs) 111579.1 Conv. (cfs) 48583.5 30488.9 32506.7 Length Wtd. (ft) 1135. 46 Wetted Per. (ft) 709.35 29.77 196.11 Min Ch El (ft) 251. 70 Shear (lb/sq ft) 0.27 1.18 0. 4 6 Alpha 2 .23 Stream Power (lb/ft s) 0.36 5.42 0.88 Frctn Loss (ft) 2. 64 Cum Volume (acre-ft) 1781. 72 627 .71 1928.01 c & E Loss (ft) 0.01 Cum SA (acres) 576.20 60.21 631. 35 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 53400 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta 1000 263.7 1130 262 . 2 1200 262.7 1300 1500 259.6 1600 258.9 1650 257.2 1654 1665 251 1676 255.6 1719 259 .6 1800 2000 270.7 2100 273.8 2200 276.4 2300 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1650 .065 1676 .075 Bank Sta: Left Right Lengths: Left Channel Right 1650 1676 460 734 480 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 263.11 Element Vel Head (ft) 0.19 Wt. n-Val. w.s. Elev (ft) 262.92 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002899 Area (sq ft) Q Total (cfs) 4500.00 Flow (cfs) Top Width (ft) 780.12 Top Width (ft) Vel Total (ft/s) 2.41 Avg. Vel. (ft/s) Max Chl Dpth (ft) 13.32 Hydr. Depth (ft) Conv. Total (cfs) 83577.7 Conv. (cfs) Length Wtd. (ft) 558.23 Wetted Per. (ft) Min Ch El (ft) 249.60 Shear (lb/sq ft) Elev Sta 262 .1 1400 250 .2 1661 260.3 1900 279 .3 Coe ff Contr. .1 Left OB 0.070 460.00 1047.35 1047.35 1769.93 582.47 1. 69 1. 80 32872.6 582.53 0 .33 Alpha 2.10 Stream Power (lb/ft s) 0.55 Fr ctn Loss (ft) 1. 75 Cum Volume (acre-ft) 1749.70 C & E Loss (ft) 0.00 Cum SA (acres) 560. 63 Elev 261. 7 249.6 265.8 Expan. . 3 Channel Right OB 0.065 0.075 734.00 480.00 284.34 531. 88 284.34 531.88 1525.39 1204.68 26 . 00 171. 65 5.36 2.26 10.94 3.10 28330 .8 22374.3 31. 25 171. 91 1. 65 0. 56 8.83 1. 27 619.12 1912.00 59.45 626.78 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 52666 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 262.1 1079 261 1107 260.8 1157 260.7 1215 260.7 1236 260.6 1314 260 . 2 1322 260.2 1393 259.9 1429 259.7 1537 257.8 1541 257.8 1559 256.3 1561 256.8 1593 257 1601 255.9 1611 257.1 1628 257.1 1644 257 1698 255.5 1702 249.2 1703 248.8 1705 248.2 1713 249.4 1719 251. 7 1723 254.3 1759 257.5 1765 258 1830 258.6 1842 258.7 1935 263.1 1938 263 .1 1949 263.1 1955 262 . 4 1972 262.7 1984 263.4 1993 265.2 2033 266.9 2075 268 .1 2129 269.6 2197 271. 3 2224 272 2320 274 .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1698 .065 1723 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1698 1723 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 261. 36 Element Left OB Channel Right OB Vel Head (ft) 0.21 Wt. n-Val. 0.085 0.065 0 .085 w.s. Elev (ft) 261.15 Reach Len. (ft) 460.00 734.00 480.00 Crit W.S . (ft) Flow Area (sq ft) 1231.86 267. 65 488 .06 E.G. Slope (ft/ft) 0.003397 Area (sq ft) 1231.86 2 67. 65 488 .06 Q Total (cfs) 4500.00 Flow (cfs) 1962.48 1536.95 1000 .57 Top Width (ft) 825.54 Top Width (ft) 629. 76 25.00 170. 78 Vel Total (ft/s) 2.26 Avg. Vel. (ft/s) 1. 59 5.74 2.05 Max Chl Dpth (ft) 12.95 Hydr. Depth (ft) 1. 96 10.71 2.86 Conv. Total (cfs) 77206.8 Conv. (cfs) 33670.4 26369.6 17166.8 Length Wtd. (ft) 558 .47 Wetted Per. (ft) 630.07 29.91 171. 00 Min Ch El (ft) 248.20 Shear (lb/sq ft) 0.41 1. 90 0.61 Alpha 2 .60 Stream Power (lb/ft s) 0.66 10.90 1. 24 Frctn Loss (ft) 2.01 Cum Volume (acre-ft) 1737.66 614 .47 1906.38 C & E Loss (ft) 0.00 Cum SA (acres) 554.23 59.02 624 .90 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 51932 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta 1000 260.6 1084 259.4 1115 259 .1 1160 1252 258.5 1336 258 .2 1344 258.2 1420 1573 256.1 1578 256.1 1597 253.1 1599 1642 252.6 1653 255 1671 255.2 1688 1749 248.2 1751 247 .6 1757 246. 8 1760 1771 253 1805 256 1810 256.3 1872 1973 260.5 1975 260.4 1986 259.8 1992 2020 258.6 2028 261. 7 2066 263.1 2106 2223 267 2249 267.5 2340 269.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1745 .065 1771 .085 Bank Sta: Left Right Lengths: Left Channel Right 1745 1771 460 734 480 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 259.34 Element Vel Head (ft) 0.22 Wt. n-Val . w.s. Elev (ft) 259.12 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.003797 Area (sq ft) Q Total (cfs) 4500.00 Flow (cfs) Top Width (ft) 857.41 Top Width (ft) Vel Total (ft/s) 2.31 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.32 Hydr. Depth (ft) Conv. Total (cfs) 73028.6 Conv. (cfs) Length Wtd. (ft) 553.10 Wetted Per. (ft) Min Ch El (ft) 246 .80 Shear (lb/sq ft) Elev Sta 259.1 1229 258 1459 254.2 1634 255.1 1745 247.8 1766 257 1884 258.1 2008 264.1 2158 Coe ff Contr. .1 Left OB 0.085 460.00 1249.80 1249 .80 2117.47 632. 4 6 1. 69 1. 98 34363.5 633.60 0.47 Alpha 2.66 Stream Power (lb/ft s) 0.79 Fr ctn Loss (ft) 2.13 Cum Volume (acre-ft) 1724.56 C & E Loss (ft) 0 .01 Cum SA (acres) 547.57 Elev 258.8 257 .8 254.9 253 .8 249.7 257.1 257.7 265. 5 Expan. . 3 Channel Right OB 0.065 0 .085 734.00 480.00 263.07 437.42 263.07 437.42 1559.58 822.95 26.00 198.94 5.93 1. 88 10.12 2.20 25309.7 13355.3 30.47 199 .41 2 .05 0.52 12.13 0 .98 609.99 1901. 28 58.59 622.86 Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 51198 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 259 1089 257.9 1122 257.5 1179 257.4 1244 256.8 1268 256.5 1357 256.3 1366 256.3 1446 256.1 1488 255 .8 1610 254.3 1615 254.3 1635 249.9 1637 251. 6 1674 252 .7 1683 249.3 1695 252.9 1714 253.3 1732 253.1 1793 252 1797 247.2 1799 246.4 1804 245.5 1808 246.3 1814 247 .7 1818 251. 7 1850 254.4 1856 254.7 1915 255 .5 1926 255 .5 2011 257.9 2013 257.7 2023 256.6 2028 253.9 2044 252.8 2055 253.9 2063 258.2 2100 259.3 2137 260.1 2186 261. 3 2249 262.7 2273 263.1 2360 264.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1793 . 065 1818 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1793 1818 460 734 480 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 257.21 Element Left OB Channel Right OB Vel Head (ft) 0.20 Wt. n-Val. 0.085 0.065 0.085 w.s. Elev (ft) 257.01 Reach Len. (ft) 460.00 734.00 480.00 Crit W.S. (ft) Flow Area (sq ft) 1266.07 239.18 429.21 E.G. Slope (ft/ft) 0.003900 Area (sq ft) 1266.07 239.18 429.21 Q Total (cfs) 4500.00 Flow (cfs) 2340.93 1381.85 777.22 Top Width (ft) 800.26 Top Width (ft) 572 .11 25.00 203.15 Vel Total (ft/s) 2.33 Avg. Vel. (ft/s) 1. 85 5.78 1. 81 Max Chl Dpth (ft) 11. 51 Hydr . Depth (ft) 2.21 9.57 2.11 Conv. Total (cfs) 72058. 2 Conv. (cfs) 37485.2 22127.5 12445.5 Length Wtd. (ft) 540.22 Wetted Per. (ft) 574.41 29.38 204 .88 Min Ch El (ft) 245.50 Shear (lb/sq ft) 0.54 1. 98 0.51 Alpha 2.33 Stream Power (lb/ft s) 0.99 11. 45 0.92 Frctn Loss (ft) 1. 74 Cum Volume (acre-ft) 1711. 28 605.76 1896.51 C & E Loss (ft) 0.02 Cum SA (acres) 541.21 58.16 620.65 Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0. 3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 50464 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 257.5 1095 256.3 1129 256 1189 255.7 1259 254.9 1284 254.3 1379 254.3 1388 254.3 1473 254.1 1517 253.8 1646 252.6 1652 252.6 1673 246.8 1676 248.9 1715 250.5 1724 246 1736 250.9 1757 251. 4 1776 251.2 1840 250.3 1845 246.2 1846 245.1 1852 244.1 1856 244.7 1861 245 .8 1866 250.4 1896 252 .9 1901 253 1957 253.9 1968 253.9 2048 255.3 2050 255 2060 253.3 2065 249.6 2080 247.9 2091 249.1 2098 254.8 2133 255.5 2169 256.1 2215 257.1 2274 258.3 2298 258.7 2380 259.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1840 .065 1866 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1840 1866 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 255.45 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt . n-Val. 0.085 0.065 0.085 w.s. Elev (ft) 255.33 Reach Len. (ft) 460 .00 734.00 480.00 Crit W.S. (ft) Flow Area (sq ft) 1542.63 239.61 536.64 E.G. Slope (ft/ft) o. 002710 Area (sq ft) 1542.63 239.61 536.64 Q Total (cfs) 4500.00 Flow (cfs) 2572. 79 1139.54 787.67 Top Width (ft) 902.52 Top Width (ft) 618 .24 26. 00 258.28 Vel Total (ft/s) 1. 94 Avg . Vel. (ft/s) 1. 67 4.76 1. 47 Max Chl Dpth (ft) 11. 23 Hydr. Depth (ft) 2.50 9 .22 2.08 Conv. Total (cfs) 86443.8 Conv. (cfs) 49422.6 21890 .2 15130.9 Length Wtd. (ft) 518.76 Wetted Per. (ft) 621.77 29.99 261. 98 Min Ch El (ft) 244.10 Shear (lb/sq ft) 0.42 1. 35 0 .35 Alpha 2.04 Stream Power (lb/ft s) 0.70 6. 43 0.51 Frctn Loss (ft) 0.62 Cum Volume (acre-ft) 1696.45 601. 73 1891.18 C & E Loss (ft) 0.03 Cum SA (acres) 534.92 57.73 618.10 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 49730 INPUT Description: Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255.9 1100 254.7 1200 254 1300 252.5 1400 252.4 1500 252.2 1689 250.8 1711 243.6 1714 246.3 1755 248.3 1765 242.7 1778 248 1800 249.5 1888 248.6 1894 243.9 1900 242.7 1909 243.8 1913 249.1 1942 251. 3 2000 252.3 2086 252.7 2095 250 2102 245.3 2116 243 2126 244.3 2133 251. 3 2200 252.1 2300 254 .8 2400 255.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1888 .065 1913 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr . Expan. 1888 1913 266.7 610 516 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 254.79 Element Left OB Channel Right OB Vel Head (ft) 0 .03 Wt. n-Val. 0 .085 0.065 0.085 w.s. Elev (ft) 254.77 Reach Len. (ft) 266.70 610 .00 516.00 Crit W.S. (ft) Flow Area (sq ft) 2642 .64 256.84 1226.12 E.G. Slope (ft/ft) 0.000673 Area (sq ft) 2642. 64 256 .84 1226.12 Q Total (cfs) 4500.00 Flow (cfs) 2662.54 645.63 1191. 83 Top Width (ft) 1204.45 Top Width (ft) 793.64 25.00 385.80 Vel Total (ft/s) 1. 09 Avg. Vel. (ft/s) 1. 01 2.51 0.97 Max Chl Dpth (ft) 12 .07 Hydr. Depth (ft) 3.33 10.27 3.18 Conv. Total (cfs) 173403 .2 Conv. (cfs) 102598.4 24878.7 45926.1 Length Wtd. (ft) 432.51 Wetted Per. (ft) 798 .45 29.45 390.94 Min Ch El (ft) 242.70 Shear (lb/sq ft) 0.14 0 .37 0.13 Alpha 1. 48 Stream Power (lb/ft s) 0 .14 0.92 0.13 Frctn Loss (ft) 0.64 Cum Volume (acre-ft) 1674.35 597.55 1881. 47 C & E Loss (ft) 0.01 Cum SA (acres) 527.47 57.30 614. 55 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 49120 INPUT Description: Station Elevation Data num= 42 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 258.4 1089 257.8 1132 257.6 1178 257.4 1264 256.5 1268 256. 4 1357 256.2 1396 256.1 1446 255 .8 1528 254 .6 1601 253.9 1615 253.3 1634 247.7 1637 249 .4 1660 249.3 1673 249.4 1682 245 1694 249.1 1714 248.9 1727 248.4 1792 247.2 1800 243 1808 241. l 1817 243.2 1822 247.4 1858 248.3 1865 248.3 1930 249.7 1937 249.8 2008 250.9 2038 250.9 2052 249.2 2058 246 2075 244.5 2080 244.8 2088 245.4 2096 250.l 2151 250.8 2180 251. 2 2223 251. 9 2305 254.1 Manning's n Values Sta n Val 1000 . 085 2430 256.7 num= Sta n Val 1792 .065 Bank Sta: Left Right Lengths: 3 Sta 1822 Left n Val .085 Channel Right 1792 1822 266.7 610 516.7 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 254.14 Element Vel Head (ft) 0.16 Wt. n-Val. w.s. Elev (ft) 253.98 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002710 Area (sq ft) Q Total (cfs) 8300.00 Flow (cfs) Top Width (ft) 708.10 Top Width (ft) Vel Total (ft/s) 2.66 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.88 Hydr. Depth (ft) Conv. Total (cfs) 159447.4 Conv. (cfs) Length Wtd. (ft) 476.91 Wetted Per. (ft) Min Ch El (ft) 241.10 Shear (lb/sq ft) Alpha 1. 47 Stream Power (lb/ft s) Frctn Loss (ft) 1.12 Cum Volume (acre-ft) C & E Loss (ft) 0.01 Cum SA (acres) Coe ff Contr. Expan. .1 . 3 Left OB Channel Right OB 0.085 0.065 0.085 266.70 610.00 516.70 969.84 316.40 1839.58 969.84 316.40 1839.58 2507.54 1698.23 4094.24 199.51 30.00 478.59 2.59 5.37 2.23 4. 86 10.55 3 .84 48171.1 32623.9 78652.5 202.50 33.03 480.94 0.81 1. 62 0.65 2.09 8.70 1. 44 1663.29 593.53 1863.31 524.42 56.91 609.43 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 260.9 1235 260.4 1528 256.9 1592 250.5 1696 243.8 1774 245.4 1990 249.2 2049 246.5 2310 254.1 Manning's n Values Sta n Val 1000 . 085 RIVER: RIVER-1 RS: 48510 Data Sta 1078 1314 1540 1600 1706 1783 2006 2060 2460 num= Elev 260.9 260 255.8 248.1 242.1 245.2 248.3 249 258.4 num= Sta n Val 1696 . 065 42 Sta 1116 1348 1557 1610 1715 1861 2014 2126 3 Sta 1730 Elev 260.9 259 .8 251. 8 249 .4 239.6 247.2 246.8 249.8 n Val .085 Sta 1157 1392 1560 1627 1726 1868 2034 2160 Elev 260.8 259.3 252.5 248.4 242.7 247.4 246 250.3 Sta 1232 1464 1580 1639 1730 1954 2040 2211 Bank Sta: Left 1696 Right 1730 Lengths: Left Channel 266.7 610 Right 516.7 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W. S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 Profile #PF 1 253.02 0.14 252.88 0.002050 8300.00 717.30 2.44 13.28 183318.8 499 .38 239.60 1. 49 0.74 0.01 RIVER: RIVER-1 RS: 47900 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/ sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 266.70 663.43 663.43 1450.69 143.59 2.19 4. 62 32040.8 144.48 0.59 1. 29 1658.29 523.37 Elev 260.4 258.3 251.1 247.4 245.6 249.1 246.2 25 1.1 Expan. .3 Channel 0.065 610.00 371.49 371.49 1827.46 34.00 4.92 10.93 40362.5 35.85 1. 33 6.52 588. 72 56.47 Right OB 0.085 516.70 2368.62 2368 .62 5021. 85 539. 71 2 .12 4.39 110915. 5 540.27 0.56 1.19 1838.36 603.40 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 263.4 llOO 264.2 1200 264. 3 1300 263.6 1400 261.7 1455 259.9 1500 252.9 1551 246.5 1600 244.4 1623 238 1639 243.9 1700 242.1 1800 244.9 1900 247.4 2000 247.5 2100 248.8 2200 250.3 2490 260 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1600 .055 1639 .09 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 1600 1639 783.3 960 696.7 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 252.27 Element Left OB Channel Right OB Vel Head (ft) O. ll Wt. n-Val. 0.060 0.055 0.090 w.s . Elev (ft) 252.16 Reach Len. (ft) 783 .30 960.00 696.70 Crit W.S. (ft) Flow Area (sq ft) 456.44 431. 44 3210.52 E.G. Slope (ft/ft) 0.00ll24 Area (sq ft) 456.44 431. 44 3210.52 Q Total (cfs) 8300.00 Flow (cfs) 1082.94 1878.96 5338.10 Top Width (ft) 749 .71 Top Width (ft) 94.10 39.00 616.61 Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 2.37 4.36 1. 66 Max Chl Dpth (ft) 14.16 Hydr. Depth (ft) 4.85 11. 06 5.21 Conv. Total (cfs) 247547.6 Conv. (cfs) 32298.7 56039.9 159208.9 Length Wtd. (ft) 790.83 Wetted Per. (ft) 94.50 40.93 616.76 Min Ch El (ft) 238.00 Shear (lb/sq ft) 0.34 0.74 0.37 ·Alpha 1. 66 Stream Power (lb/ft s) 0.80 3.22 0.61 Fr ctn Loss (ft) 1. 22 Cum Volume (acre-ft) 1654.86 583.09 1805.27 C & E Loss (ft) 0.02 Cum SA (acres) 522.65 55.96 596.54 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 46940 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 257.9 1065 257.7 ll30 257.8 ll36 257.8 ll96 257.9 1261 257.3 1273 257.1 1326 256.3 1391 256.1 1409 256.2 1456 256.1 1521 255.6 1546 255.4 1587 254.8 1621 254 1652 251. 4 1682 248.9 1717 246.5 1752 244.4 1782 243.8 1819 243.3 1833 237.7 1841 235.9 1847 237.6 1858 243.3 1906 242.7 1984 245.5 2063 248.1 2088 248.4 2141 248.9 2220 250.5 2299 252.2 2307 252.5 2527 259.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1819 .055 1858 .09 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1819 1858 783.3 960 696.7 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 251. 02 Element Left OB Channel Right OB Vel Head (ft) 0.28 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 250.74 Reach Len. (ft) 783.30 960.00 696.70 Crit W.S. (ft) Flow Area (sq ft) 776.98 451.98 1456.96 E.G. Slope (ft/ft) 0.002260 Area (sq ft) 776.98 451.98 1456.96 Q Total (cfs) 8300.00 Flow (cfs) 2630.93 2833.97 2835.10 Top Width (ft) 571.19 Top Width (ft) 159.07 39.00 373.12 Vel Total (ft/s) 3.09 Avg. Vel. (ft/s) 3.39 6.27 1. 95 Max Chl Dpth (ft) 14.84 Hydr. Depth (ft) 4.88 11. 59 3.90 Conv. Total (cfs) 174588.7 Conv. (cfs) 55341.1 59612.0 59635.6 Length Wtd. (ft) 834.60 Wetted Per. (ft) 159.30 41.90 373.24 Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 235.90 1. 92 3.10 0.06 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 0.69 2.33 1643.77 520.37 1. 52 9.54 573.36 55.10 0.55 1. 07 1767.94 588.62 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 45980 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 252.5 1083 251. 6 1165 251. 4 1173 251.4 1248 251. 5 1330 250.2 1346 249.9 1413 248.6 1496 248 .5 1519 248.7 1578 249.2 1661 249.1 1692 249.1 1743 248.9 1787 248.1 1826 246.5 1864 244.9 1908 243.3 1953 242.3 1991 242 2037 242.2 2051 235.1 2058 233.7 2065 235.1 2076 242.7 2111 243.2 2168 246 2226 248.7 2244 249.3 2283 250.3 2340 252.2 2397 254.1 2404 254.4 2563 259.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 2037 .055 2076 .09 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2037 2076 783 .3 960 696.7 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 247.87 Element Left OB Channel Right OB Vel Head (ft) 0.84 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 247.03 Reach Len. (ft) 783 .30 960.00 696.70 Crit W.S . (ft) Flow Area (sq ft) 784.75 383.45 292.35 E.G. Slope (ft/ft) 0. 007146 Area (sq ft) 784 .75 383.45 292.35 Q Total (cfs) 8300.00 Flow (cfs) 3790.42 3745.83 763.75 Top Width (ft) 376.90 Top Width (ft) 223.84 39.00 114. 06 Vel Total (ft/s) 5. 68 Avg. Vel. (ft/s) 4.83 9.77 2.61 Max Chl Dpth (ft) 13.33 Hydr. Depth (ft) 3.51 9.83 2.56 Conv. Total (cfs) 98185.4 Conv. (cfs) 44839.0 44311.6 9034.8 Length Wtd. (ft) 837.41 Wetted Per. (ft) 223.93 43.34 114.15 Min Ch El (ft) 233.70 Shear (lb/sq ft) 1. 56 3.95 1.14 Alpha 1. 68 Stream Power (lb/ft s) 7 .55 38.55 2.98 Frctn Loss (ft) 2.58 Cum Volume (acre-ft) 1629 .73 564.15 1753.95 C & E Loss (ft) 0.21 Cum SA (acres) 516.93 54.24 584.73 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 45020 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247 1100 245.5 1200 245 1300 245.2 1400 243.2 1500 240.8 1600 240.9 1700 242.3 1800 242.7 1900 243 2000 241. 6 2100 240.1 2200 240.2 2256 241.1 2269 232.6 2276 231.6 2283 232.6 2295 242 2400 250.3 2500 256.2 2600 259.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 2256 .055 2295 .09 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2256 2295 900 1170 750 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 245.08 Element Left OB Channel Right OB Ve! Head (ft) 0 .13 Wt. n-Val . 0.060 0.055 0.090 w.s. Elev (ft} 244.95 Reach Len. (ft} 900.00 1170.00 750.00 Crit W.S. (ft} Flow Area (sq ft} 2966.29 376.96 55.00 E.G. Slope (ft/ft} 0.001707 Area (sq ft} 2966.29 376.96 55.00 Q Total (cfs} 8300.00 Flow (cfs} 6513.80 1737.70 48.51 Top Width (ft} 1019.75 Top Width (ft} 943.44 39.00 37.30 Vel Total (ft/s} 2.44 Avg. Vel. (ft/s) 2 .20 4. 61 0 .88 Max Chl Dpth (ft} 13.35 Hydr. Depth (ft) 3.14 9.67 1. 4 7 Conv. Total (cfs} 200882.2 Conv. (cfs} 157651. 2 42056.9 1174.0 Length Wtd. (ft} 969.80 Wetted Per . (ft} 943.53 44.92 37. 42 Min Ch El (ft} 231. 60 Shear (lb/sq ft} 0.34 0.89 0 .16 Alpha 1. 38 Stream Power (lb/ft s} 0.74 4.12 0.14 Frctn Loss (ft} 1. 31 Cum Volume (acre-ft} 1596.00 555.77 1751.17 c & E Loss (ft} 0.01 Cum SA (acres} 506.43 53.38 583.52 Warning: The energy loss was greater than 1.0 ft (0.3 m}. between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 43850 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta 1000 251 1110 249.6 1220 248.6 1330 1439 245.9 1549 242.4 1642 240.4 1659 1879 240.2 1989 239 .9 2010 239.6 2099 2316 238.6 2380 239.1 2391 237 2402 2418 230.4 2433 232.3 2456 238.2 24 65 2916 247.9 3181 252 3345 253.1 3690 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 2380 .06 2465 .09 Bank Sta: Left Right Lengths: Left Channel Right 2380 2465 900 1170 730 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 243.75 Element Vel Head (ft} 0.09 Wt. n-Val. w.s . Elev (ft} 243.66 Reach Len. (ft) Crit W.S. (ft} Flow Area (sq ft) E.G. Slope (ft/ft) 0.001097 Area (sq ft) Q Total (cfs) 8300.00 Flow (cfs) Top Width (ft} 1166.23 Top Width (ft) Vel Total (ft/s) 1. 86 Avg. Vel. (ft/s) Max Chl Dpth (ft} 13.86 Hydr. Depth (ft} Conv. Total (cfs} 250611. 4 Conv. (cfs} Length Wtd. (ft} 963.86 Wetted Per. (ft} Min Ch El (ft} 229.80 Shear (lb/sq ft} Elev Sta 248.1 1404 240.4 1768 239.1 2209 232.6 2414 239.6 2598 254.5 3775 Coef f Contr. .1 Left OB 0.075 900.00 3263 .64 3263.64 5167.01 870 .74 1. 58 3 .75 156013 .4 870.79 0.26 Alpha 1. 67 Stream Power (lb/ft s} 0.41 Fr ctn Loss (ft} 0.26 Cum Volume (acre-ft) 1531.64 C & E Loss (ft) 0.02 Cum SA (acres) 487.69 Elev 246.9 240.6 238.4 229.8 242.3 259.8 Expan. . 3 Channel Right OB 0.060 0.090 1170.00 730.00 784.23 413.90 784.23 413.90 2777 .81 355 .18 85.00 210.49 3.54 0.86 9.23 1. 97 83873.7 10724. 3 87.39 210.52 0.61 0 .13 2.18 0.12 540.18 1747.14 51. 71 581. 38 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance} is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT RIVER: RIVER-1 RS: 42680 Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255 1440 250 1700 240 2110 236.5 2504 237 2519 237 2552 228 2559 229 2620 237 2635 237 2870 240 3900 250 4800 250 4950 260 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .05 2504 .045 2635 .05 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2504 2635 96 96 96 . 4 . 6 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 243.48 Element Left OB Channel Right OB Vel Head (ft) 0.02 Wt. n-Val. 0.050 0.045 0.050 w.s. Elev (ft) 243.45 Reach Len. (ft) 96 .00 96.00 96.00 Crit W.S. (ft) Flow Area (sq ft) 4930.42 1297.52 1778.80 E.G. Slope (ft/ft) 0.000118 Area (sq ft) 4930.42 1297.52 1778.80 Q Total (cfs) 8300.00 Flow (cfs) 4972.87 2128.84 1198. 28 Top Width (ft) 1615.61 Top Width (ft) 893.81 131. 00 590.80 Vel Total (ft/s) 1. 04 Avg. Vel. (ft/s) 1. 01 1. 64 0.67 Max Chl Dpth (ft) 15.45 Hydr. Depth (ft) 5.52 9.90 3.01 Conv. Total (cfs) 763444.6 Conv. (cfs) 457411.3 195813.8 110219.5 Length Wtd. (ft) 96.00 Wetted Per. (ft) 893.89 132.80 590.83 Min Ch El (ft) 228.00 Shear (lb/sq ft) 0.04 0.07 0.02 Alpha 1. 27 Stream Power (lb/ft s) 0.04 0.12 0.01 Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 1446.99 512.22 1728. 76 C & E Loss (ft) 0.36 Cum SA (acres ) 4 69. 4 6 48.81 574.67 Warning: The velocity head has changed by more than 0.5 ft (0 .15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 42584 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta 1 257 430 252 1000 244.3 1200 1500 244.5 1800 244.7 1861 245 2000 2504 244.5 2519 237 2539 232.7 2552 2620 237.1 2635 242.5 2900 244.9 3100 3400 246. 4 3600 247.6 4000 252 5000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Lengths: Left Channel Right 2504 2635 44 44 44 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) 243.09 0.93 242.16 238.16 0.000645 8300.00 125.38 7 .74 12.96 326906.4 1. 00 229.20 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Elev Sta 245 1400 244.9 2300 229.2 2590 244.7 3300 254 Coeff Contr. • 4 Left OB 1. 00 Elev 244.8 244 .6 230.5 245 .8 Expan. • 6 Channel 0.020 1. 00 1072. 75 1072 .75 8300.00 125.38 7.74 8.56 326906.4 129.14 0.33 Right OB 1. 00 Alpha Frctn Loss (ft) C & E Loss (ft) 1. 00 0 .00 0.07 Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1441. 56 468 .48 2.59 509 .61 48.53 1726.80 574 .02 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) i s less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. BRIDGE REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 42583 Distance from Upstream XS 1 Deck/Roadway Width 43 Weir Coefficient 2 .6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1 244.4 242.5 5000 244.4 242 .5 Upstream Bridge Cross Section Data Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1500 244.5 1800 244.7 1861 245 2504 244.5 2519 237 2539 232.7 2620 237.1 2635 242.5 2900 244.9 3400 246. 4 3600 247.6 4000 252 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Coe ff Contr. Expan. 2504 2635 . 4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1 244.4 242.5 5000 244.4 242.5 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1500 244.5 1800 244.7 1861 245 2504 244.5 2519 237.3 2537 233.2 2552 229.2 2568 229.7 2570 229.8 2601 233.4 2625 237 .1 2635 242.5 3300 245.8 3400 246.4 3600 247.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Coe ff Contr. Expan. 2504 2635 . 4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 Sta Elev Sta Elev 1200 245 1400 244.8 2000 244.9 2300 244.6 2552 229.2 2590 230.5 3100 244.7 3300 245.8 5000 254 Sta Elev Sta Elev 1200 245 1400 244.8 2000 244 .9 2300 244 .6 2539 232.7 2539 232.6 2590 230.5 2599 232.8 2900 244.9 3100 244 .7 4000 252 5000 254 Upstream Embankment side slope Downstream Embankment side slope Maximum allowable submergence for weir Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design O horiz. to 1.0 vertical 0 horiz. to 1.0 vertical flow . 95 244.5 Weir crest shape = Broad Crested Number of Piers = 3 Pier Data Pier Station Upstream= 2538 Downstream= 2538 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242 .5 Pier Data Pier Station Upstream= 2569 Downstream= 2569 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242.5 Pier Data Pier Station Upstream= 2600 Downstream= 2600 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242.5 Number of Bridge Coefficient Sets 1 Low Flow Methods and Data Energy Momentum Cd 1. 2 Yarnell KVal 1. 05 Selected Low Flow Methods Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line BRIDGE OUTPUT Profile #PF 1 Opening : Bridge #1 E.G. US. (ft) w.s. us. (ft) Q Total (cfs) Q Bridge (cfs) Q Weir (cfs) Weir Sta Lft (ft) Weir Sta Rgt (ft) Weir Submerg Weir Max Depth (ft) Min Top Rd (ft) Min El Prs (ft) Delta EG (ft) Delta ws (ft) BR Open Area (sq ft) BR Open Vel (ft/s) Coef of Q Br Sel Method 243.09 242.16 8300.00 8300.00 244.50 242.50 0.22 0.26 1051.39 8.47 Energy only Element E.G. Elev (ft) W.S. Elev (ft) Crit W.S. (ft) Max Chl Dpth (ft) Vel Total (ft/s) Flow Area (sq ft) Froude # Chl Specif Force (cu ft) Hydr Depth (ft) W.P. Total (ft) Conv. Total (cfs) Top Width (ft) Frctn Loss (ft) c & E Loss (ft) Shear Total (lb/sq ft) Power Total (lb/ft s) Inside BR US 243.01 241. 90 238 .45 12.70 8 .47 979.63 0.52 7060.42 8.29 182.30 223294.9 118 .13 0 .06 0 .01 0. 46 3.93 Inside BR DS 242.95 2 41.85 238.44 12.65 8.42 985 .82 0.51 7029.17 8.34 181. 57 226255.4 118. 26 0.00 0.08 0. 46 3.84 Note: Yarnell answer is not valid if the water surfac e is above the low chord or if the r e i s weir flow. The Yarnell answer has been disregarded. CROSS SECTION REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 42540 Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1 2S7 430 2S2 1000 244.3 1200 24S 1400 244.8 lSOO 244.S 1800 244.7 1861 24S 2000 244.9 2300 244.6 2S04 244.S 2S19 237.3 2S37 233.2 2S39 232.7 2S39 232.6 2SS2 229.2 2S68 229.7 2S70 229.8 2S90 230.S 2S99 232 .8 2601 233.4 262S 237.1 263S 242.S 2900 244 .9 3100 244.7 3300 24S.8 3400 246.4 3600 247.6 4000 2S2 sooo 2S4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .OlS 2S04 .02 263S .OlS Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2S04 263S 1 1 1 . 4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2S04 244 263S sooo 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 242.87 Element Left OB Channel Right OB Vel Head (ft) 0.97 Wt . n-Val. 0.020 w.s. Elev (ft) 241. 90 Reach Len. (ft) 1. 00 1. 00 1. 00 Crit W.S. (ft) 238.17 Flow Area (sq ft) lOSl.97 E.G. Slope (ft/ft) 0.000683 Area (sq ft) lOSl.97 Q Total (cfs) 8300.00 Flow (cfs) 8300.00 Top Width (ft) 124.47 Top Width (ft) 124 .47 Vel Total (ft/s) 7.89 Avg. Vel. (ft/s) 7.89 Max Chl Dpth (ft) 12.70 Hydr. Depth (ft) 8 .4S Conv. Total (cfs) 317S06.6 Conv. (cfs) 317S06 .6 Length Wtd. (ft) 1. 00 Wetted Per. (ft) 128 .48 Min Ch El (ft) 229.20 Shear (lb/sq ft) 0.3S Alpha 1. 00 Stream Power (lb/ft s) 2 .76 Frctn Loss (ft) 0 .00 Cum Volume (acre-ft) 1441.S6 S08.62 1726.80 C & E Loss (ft) 0.00 Cum SA (acres) 468.48 48 .41 S74.02 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 42S39 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta 1 2S7 430 2S2 1000 244.3 1200 lSOO 244.S 1800 244.7 1861 24S 2000 2S04 244.S 2S19 237.3 2S39 232 2SS2 2620 237.1 263S 242.S 283S 244.S 3100 3400 246.4 3600 247.6 4000 2S2 sooo Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .OS 2S04 .04S 263S .OS Bank Sta: Left Right Lengths: Left Channel Right 2S04 263S 99 99 99 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2S04 244 263S sooo 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) 242 .86 0.98 241.88 238.07 0.003S03 8300.00 123.83 7.9S 12. 68 14024S.3 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Elev Sta 24S 1400 244.9 2300 229.2 2S90 244.7 3300 2S4 Coeff Contr. • 4 Left OB 99.00 Elev 244.8 244.6 230 .S 24S.8 Expan. • 6 Channel 0.04S 99.00 1044.68 1044.68 8300.00 123.83 7.9S 8.44 14024S. 3 Right OB 99.00 Length Wtd. (ft) 99.00 Wetted Per. (ft) 127.44 Min Ch El (ft) 229.20 Shear (lb/sq ft) 1. 79 Alpha 1. 00 Stream Power (lb/ft s) 14. 24 Frctn Loss (ft) 0.44 Cum Volume (acre-ft) 1441. 56 508.59 1726.80 C & E Loss (ft) 0.01 Cum SA (acres) 4 68. 4 8 48.41 574.02 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 42440 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255 1440 250 1700 240 2110 236.5 2504 237 2519 237 2552 228 2559 229 2620 237 2635 237 2870 240 3900 250 4800 250 4950 260 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 2504 .055 2635 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 2504 2635 500 730 900 . 4 .6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 2504 244 2635 4950 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 242.41 Element Left OB Channel Right OB Vel Head (ft) 1. 01 Wt. n-Val. 0.055 w.s. Elev (ft) 241. 39 Reach Len . (ft) 500.00 730.00 900.00 Crit W.S. (ft) 238 .50 Flow Area (sq ft) 1027.62 E.G. Slope (ft/ft) 0.005839 Area (sq ft) 3144.07 1027.62 780.18 Q Total (cfs) 8300.00 Flow (cfs) 8300.00 Top Width (ft) 1349.83 Top Width (ft) 840.25 131. 00 378.59 Vel Total (ft/s) 8.08 Avg. Vel. (ft/s) 8.08 Max Chl Dpth (ft) 13.39 Hydr. Depth (ft) 7.84 Conv. Total (cfs) 108615.2 Conv. (cfs) 108615.2 Length Wtd. (ft) 692.02 Wetted Per. (ft) 132.80 Min Ch El (ft) 228.00 Shear (lb/sq ft) 2.82 Alpha 1. 00 Stream Power (lb/ft s) 22.79 Frctn Loss (ft) 2.38 Cum Volume (acre-ft) 1437.99 506.24 1725. 92 C & E Loss (ft) 0.55 Cum SA (acres) 467.52 48.12 573.59 Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 41710 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255 1500 250 1900 240 3400 236.1 3500 235.9 3600 236.6 3707 235.7 3727 226.7 3733 226.3 3742 226.7 3757 234.1 3800 235 .8 3900 236 .1 4000 236.7 4100 237.8 4200 239.6 4300 245 4400 250 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 3707 .07 3757 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 3707 3757 600 622 560 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 239.48 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 239.38 Reach Len. (ft) 600.00 622 .00 560.00 Crit W.S. (ft) Flow Area (sq ft) 3060.85 4 91. 35 1112 . 55 E.G. Slope (ft/ft) 0.002212 Area (sq ft) 3060.85 491. 35 1112. 55 Q Total (cfs) 7800.00 Flow (cfs) 3931. 53 2146.40 1722.06 Top Width (ft) 2048.00 Top Width (ft) 1567.39 50.00 430.61 Vel Total (ft/s) 1. 67 Avg. Vel. (ft/s) 1. 28 4.37 1. 55 Max Chl Dpth (ft) 13.08 Hydr. Depth (ft) 1. 95 9 .83 2.58 Conv. Total (cfs) 165853.5 Conv. (cfs) 83597.3 45639.6 36616.7 Length Wtd. (ft) 595 .82 Wetted Per. (ft) 1567.40 53.68 430.67 Min Ch El (ft) 226.30 Shear (lb/sq ft) 0.27 1. 26 0.36 Alpha 2.36 Stream Power (lb/ft s) 0.35 5.52 0 .55 Fr ctn Loss (ft) 1. 33 Cum Volume (acre-ft) 1402.38 493.51 1706.36 C & E Loss (ft) 0 .00 Cum SA (acres) 453.70 46.60 565.23 Warning: The energy loss was greater than 1. 0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 41088 INPUT Description: Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 252 1411 247.6 1735 239.4 1740 239.3 2469 236.1 2974 234.9 3056 234.7 3138 235.3 3226 234.5 3240 227.3 3244 225.5 3249 225.2 3255 225.6 3260 226 3277 233.3 3302 233.9 3329 234.5 3360 234.4 3419 234.4 3451 234.5 3477 234.7 3535 235 3573 235.3 3594 235.5 3641 236 3650 234.6 3651 236.2 3695 236. 4 3710 236.6 3743 237 3766 236.9 3775 236.7 3789 237.4 3798 237.6 3816 237.7 3827 238 3885 240.3 3938 242.6 3943 242.8 4002 245.5 4060 248.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 3226 .07 3277 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 3226 3277 600 622 560 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 238.15 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 238.04 Reach Len. (ft) 600.00 622.00 560.00 Crit W.S. (ft) Flow Area (sq ft) 2508.25 489.88 1437.48 E.G. Slope (ft/ft) 0.002259 Area (sq ft) 2508.25 489.88 1437.48 Q Total (cfs) 7800.00 Flow (cfs) 3407.15 2132.43 2260. 42 Top Width (ft) 1802.14 Top Width (ft) 1200 .01 51. 00 551.13 Vel Total (ft/s) 1. 76 Avg. Vel . (ft/s) 1. 36 4 .35 1. 57 Max Chl Dpth (ft) 12.84 Hydr. Depth (ft) 2.09 9.61 2.61 Conv. Total (cfs) 164098.0 Conv. (cfs) 71680 .4 44862 .5 47555.1 Length Wtd. (ft) 5n.51 Wetted Per. (ft) 1200 .03 54.67 552.17 Min Ch El (ft) 225.20 Shear (lb/sq ft) 0.29 1. 26 0 .37 Alpha 2.17 Stream Power (lb/ft s) o. 40 5.50 0 .58 Fr ctn Loss (ft) 1. 35 Cum Volume (acre-ft) 1364. 02 486.51 1689.97 C & E Loss (ft) 0.00 Cum SA (acres) 434 .65 45 .88 558.92 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross s ections. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 249 2547 233.6 2761 224.4 RIVER: RIVER-1 RS: 40466 Data num= 41 Sta Elev Sta 1322 245.2 1575 2612 233.5 2676 2766 224 2772 Elev Sta Elev Sta Elev 238.7 1580 238.6 2152 234.6 233.9 2745 233 .4 2757 225.8 224.6 2778 225.4 2797 232.4 2827 232.9 2859 233.2 2895 233 2964 232.7 3002 233 3033 233.2 3101 233.4 3145 233.9 3170 234.2 3226 234.7 3239 231. 7 3250 234.9 3289 235 3308 235.1 3347 235.4 3373 234.9 3384 234.4 3400 235.7 3411 235.8 3433 235.8 3445 236 3514 237.9 3575 240.3 3583 240.5 3651 243.4 3720 246.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 2745 .07 2797 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2745 2797 600 622 560 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 236.80 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt . n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 236.70 Reach Len. (ft) 600.00 622.00 560.00 Crit W.S. (ft) Flow Area (sq ft) 1947.19 486.77 1824.40 E.G. Slope (ft/ft) 0.002291 Area (sq ft) 1947.19 486.77 1824.40 Q Total (cfs) 7800.00 Flow (cfs) 2739.76 2096.03 2964.22 Top Width (ft) 1618.25 Top Width (ft) 892.93 52.00 673.33 Vel Total (ft/s) 1. 83 Avg. Vel. (ft/s) 1. 41 4.31 1. 62 Max Chl Dpth (ft) 12.70 Hydr. Depth (ft) 2.18 9.36 2.71 Conv. Total (cfs) 162964.1 Conv. (cfs) 57241.3 43791. 9 61930.9 Length Wtd. (ft) 588.55 Wetted Per. (ft) 892.94 55.79 674.22 Min Ch El (ft) 224.00 Shear (lb/sq ft) 0.31 1. 25 0.39 Alpha 1. 99 Stream Power (lb/ft s) 0.44 5.37 0.63 Frctn Loss (ft) 1. 38 Cum Volume (acre-ft) 1333.34 479.53 1669.01 C & E Loss (ft) 0.00 Cum SA (acres) 420.23 45.14 551. 05 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 39844 INPUT Description: Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta 1000 246 1234 242.8 1417 238 1420 2121 232.4 2168 232.2 2215 232.6 2265 2278 223.2 2282 222.9 2290 223.6 2295 2351 231. 9 2388 231.9 2430 231. 6 2509 2588 231.7 2668 231. 9 2719 232.5 2747 2826 228.9 2839 233.5 2884 233.6 2905 2980 232.9 2993 232.1 3012 233 .9 3024 3063 234 3143 235.5 3215 237 3222 3380 244.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 2265 .07 2317 .085 Bank Sta: Left Right Lengths: Left Channel Right 2265 2317 600 622 560 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 235.42 Element Vel Head (ft) 0.10 Wt . n-Val . w.s. Elev (ft) 235.31 Reach Len . (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002421 Area (sq ft) Q Total (cfs) 7800.00 Flow (cfs) Top Width (ft) 1494 .11 Top Width (ft) Vel Total (ft/s) 1. 90 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.41 Hydr. Depth (ft) Conv. Total (cfs) 158535.5 Conv. (cfs) Length Wtd. (ft) 583.93 Wetted Per. (ft) Min Ch El (ft) 222.90 Shear (lb/sq ft) Elev Sta 237.9 1835 232.2 2275 224.7 2317 231.1 2553 232.9 2811 233.6 2950 234 3049 238.1 3301 Coe ff Contr. .1 Left OB 0.085 600.00 1398. 88 1398.88 2056.44 626. 01 1. 4 7 2.23 41797.2 626. 03 0.34 Alpha 1. 82 Stream Power (lb/ft s) 0.50 Frctn Loss (ft) 1. 45 Cum Volume (acre-ft) 1310.29 Elev 233 224 231.6 231.4 233.4 233.8 233.9 241. 2 Expan. .3 Channel Right OB 0.070 0 .085 622.00 560.00 466.30 2231. 81 466.30 2231.81 1994.62 3748 .95 52.00 816.10 4.28 1. 68 8.97 2.73 40540.7 76197.6 56. 26 817.70 1. 25 0.41 5.36 0.69 472.73 1642.93 C & E Loss (ft) 0.00 Cum SA (acres) 409.77 44.40 541. 47 Warning: The energy loss was greater than 1. 0 ft (0. 3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 39222 INPUT Description: Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 243 1145 240.4 1259 237.2 1261 237.2 1517 231. 5 1695 231. l 1724 231.1 1753 231. 2 1784 231.1 1792 222.7 1795 222 1799 221. 7 1807 222.7 1813 224 1837 230.7 1876 230.9 1917 230.6 1965 230.1 2055 229.4 2105 229.8 2144 230.1 2234 230.3 2292 231.1 2323 231. 5 2396 232.1 2413 226 2427 232.2 ·2479 232.2 2503 232.2 2554 232.3 2588 231 2602 229.8 2623 232.2 2637 232.3 2666 232 2682 231. 9 2771 233.1 2853 235.5 2861 235.5 2950 239.1 3040 242.9 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1784 .07 1837 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1784 1837 600 622 560 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 233.97 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val . 0.085 0.070 0.085 w.s. Elev (ft) 233.87 Reach Len. (ft) 600 .00 622.00 560.00 Crit W.S. (ft) Flow Area (sq ft) 826.48 451. 27 2675.00 E.G. Slope (ft/ft) 0.002544 Area (sq ft) 82 6. 4 8 451.27 2675.00 Q Total (cfs) 7800.00 Flow (cfs) 1237.67 1901. 23 4 661. 10 Top Width (ft) 1386.61 Top Width (ft) 373.36 53.00 960.25 Vel Total (ft/s) 1. 97 Avg. Vel. (ft/s) 1. 50 4.21 1. 74 Max Chl Dpth (ft) 12.17 Hydr. Depth (ft) 2.21 8.51 2. 79 Conv. Total (cfs) 154646.8 Conv. (cfs) 24538.7 37694.8 92413.3 Length Wtd. (ft) 579.08 Wetted Per. (ft) 373.39 57.81 962.88 Min Ch El (ft) 221. 70 Shear (lb/sq ft) 0.35 1. 24 0.44 Alpha 1. 67 Stream Power (lb/ft s) 0.53 5.22 0.77 Fr ctn Loss (ft) 1. 64 Cum Volume (acre-ft) 1294.97 466.18 1611.39 C & E Loss (ft) 0 .00 Cum SA (acres) 402.89 43.65 530.05 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 38600 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 240 1100 236.5 1200 229.9 1303 229.9 1310 221.1 1315 220.6 1324 221. 7 1357 229.9 1400 229.9 1500 228.7 1600 227.8 1700 228.6 1800 228.8 1900 230.2 1981 230.8 2000 223.2 2016 230.9 2100 230.7 2157 230.7 2195 229 2211 227.5 2235 230.4 2250 230.5 2300 229.9 2400 230.7 2500 233.4 2600 237 2700 241.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1303 .07 1357 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1303 1357 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 232.33 Element Left OB Channel Right OB Vel Head (ft) 0.11 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 232.22 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 279.16 415.15 2931. 67 E.G. Slope (ft/ft) 0.003177 Area (sq ft) 279.16 415 .15 2931.67 Q Total (cfs) 7800.00 Flow (cfs) 439.59 1816.91 5543.51 Top Width (ft) 1291. 23 Top Width (ft) 138.09 54.00 1099 .14 Vel Total (ft/s) 2.15 Avg . Vel. (ft/s) 1. 57 4.38 1. 89 Max Chl Dpth (ft) 11. 62 Hydr. Depth (ft) 2.02 7.69 2. 67 Conv. Total (cfs) 138390.7 Conv. (cfs) 7799.3 32236.3 98355.1 Length Wtd. (ft) 114. 55 Wetted Per. (ft) 138.16 59.34 1102. 70 Min Ch El (ft) 220.60 Shear (lb/sq ft) 0.40 1. 39 0.53 Alpha 1. 54 Stream Power (lb/ft s) 0.63 6.07 1. 00 Frctn Loss (ft) 0.36 Cum Volume (acre-ft) 1287.35 459.99 1575.35 C & E Loss (ft) 0.00 Cum SA (acres) 399.36 42.89 516.82 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 38434 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 240.5 1074 237.6 1105 236.4 1122 235.2 1159 232.7 1210 229.6 1318 229.4 1320 226.9 1327 220.5 1333 219.9 1342 221 1354 223.9 1376 229.4 1418 229. 4 1515 228.3 1613 227.4 1711 228.2 1808 228.4 1868 229.2 1906 229.8 1985 230.4 2004 223.2 2019 230.5 2101 230.4 2157 230.5 2194 228.9 2210 227 .5 2233 230 2248 230.3 2297 229.8 2394 230.6 2414 231. 2 2492 233.4 2590 237 2688 241 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1318 .07 1376 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1318 1376 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 231. 96 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n-Val . 0.085 0 .070 0.085 w.s. Elev (ft) 231. 84 Reach Len. (ft) 155 .00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 293.73 463.47 2798.82 E.G. Slope (ft/ft) 0.003160 Area (sq ft) 293.73 463.47 2798.82 Q Total (cfs) 7800 .00 Flow (cfs) 462.37 2096.25 5241. 39 Top Width (ft) 1263.45 Top Width (ft) 144. 82 58.00 1060.63 Vel Total (ft/s) 2.19 Avg. Vel. (ft/s) 1. 57 4 .52 1. 87 Max Chl Dpth (ft) 11. 94 Hydr. Depth (ft) 2.03 7.99 2.64 Conv. Total (cfs) 138754.0 Conv. (cfs) 8225.0 37290.1 93238.9 Length Wtd. (ft) 117. 55 Wetted Per. (ft) 144.89 62.81 1063.91 Min Ch El (ft) 219 .90 Shear (lb/sq ft) 0.40 1. 46 0.52 Alpha 1. 66 Stream Power (lb/ft s) 0.63 6 .58 0.97 Frctn Loss (ft) 0.37 Cum Volume (acre-ft) 1286.33 458.32 1569.27 C & E Loss (ft) 0.00 Cum SA (acres) 398.86 42.67 514. 52 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 38268 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 241 1078 237.8 1110 236.2 1128 234.9 1166 232.3 1220 229.2 1333 228.9 1335 226 1343 219.8 1351 219.2 1360 220.4 1372 223.2 1394 228.9 1435 228.9 1531 227 .9 1626 227.1 1721 227.8 1817 228 1875 228.8 1912 229.3 1989 230 2007 223.2 2023 230.2 2103 230.1 2157 230 .2 2193 228.7 2209 227.4 2232 230.1 2246 230.2 2294 229.7 2389 230.6 2408 231.1 2484 233.3 2580 236.9 2675 241 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1333 .07 1394 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1333 1394 155 166 92 .5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 231. 59 Element Left OB Channel Right OB Vel Head (ft) 0.14 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 231. 45 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 314.92 511. 30 2648.42 E.G. Slope (ft/ft) 0 .003173 Area (sq ft) 314.92 511. 30 2648.42 Q Total (cfs) 7800.00 Flow (cfs) 503.51 2398.61 4897 .88 Top Width (ft) 1239.16 Top Width (ft) 152.15 61. 00 1026.01 Vel Total (ft/s) 2.24 Avg . Vel. (ft/s) 1. 60 4.69 1. 85 Max Chl Dpth (ft) 12.25 Hydr. Depth (ft) 2.07 8.38 2 .58 Conv. Total (cfs) 138473.2 Conv. (cfs) 8938.8 42582.5 86951. 9 Length Wtd. (ft) 120.93 Wetted Per. (ft) 152.22 65 .79 1029.00 Min Ch El (ft) 219.20 Shear (lb/sq ft) 0.41 1. 54 0.51 Alpha 1. 80 Stream Power (lb/ft s) 0.66 7.22 0 .94 Fr ctn Loss (ft) 0.39 Cum Volume (acre-ft) 1285.25 456 . 46 1563.49 C & E Loss (ft) 0.00 Cum SA (acres) 398 .33 42.45 512.31 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 38012 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 241.5 1081 237.9 1115 236.1 1133 234.6 1174 231. 9 1229 228.9 1348 228.4 1351 225.1 1360 219.2 1368 218.6 1378 219.7 1391 222.5 1413 228.4 1453 228 .4 154 6 227.4 1639 226.7 1732 227.4 1825 227.6 1882 228.4 1918 228 .9 1994 229.6 2011 223.2 2026 229.8 2104 229.8 2157 230 2193 228 .6 2218 227.4 2230 229.9 2244 230 2290 229.6 2383 230.5 2472 231.1 2476 233.3 2569 236.9 2663 240.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1348 .07 1413 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1348 1413 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 231.19 Element Left OB Channel Right OB Vel Head (ft) 0.16 Wt. n-Val. 0.085 0 .070 0.085 w.s. Elev (ft) 231.03 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 324.70 560.40 2510.55 E.G. Slope (ft/ft) 0.003315 Area (sq ft) 324 .70 560.40 2510 .55 Q Total (cfs) 7800.00 Flow (cfs) 528.07 2757 .46 4514.47 Top Width (ft) 1271. 55 Top Width (ft) 158.04 65.00 1048.51 Vel Total (ft/s) 2.30 Avg. Vel. (ft/s) 1. 63 4.92 1. 80 Max Chl Dpth (ft) 12.43 Hydr. Depth (ft) 2.05 8 . 62 2.39 Conv. Total (cfs) 135466.0 Conv. (cfs) 9171. 2 47890.0 78404.7 Length Wtd. (ft) 124.29 Wetted Per. (ft) 158.10 69.38 1051.41 Min Ch El (ft) 218.60 Shear (lb/sq ft) 0.43 1. 67 0. 49 Alpha 2.01 Stream Power (lb/ft s) 0 .69 8.23 0.89 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 1284 .11 454.42 1558.01 c & E Loss (ft) 0.00 Cum SA (acres) 397 .78 42.21 510 .11 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37936 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 242 1085 238 1120 235.9 1139 234.3 1181 231. 5 1239 228.6 1362 227.9 1366 224.2 1376 218.6 1386 217.9 1396 219 1409 221. 7 1432 227.9 1471 227.9 1561 227 1652 226.3 1743 227 1833 227.2 1889 227.9 1924 228.5 1998 229.3 2015 223.2 2029 229.4 2106 229.5 2157 229.7 2192 228.5 2206 227.3 2228 229.7 2242 229.9 2287 229.5 2378 230.5 Manning's n Values Sta n Val 1000 . 085 2396 231 num= Sta n Val 1362 .07 2469 3 Sta 1432 233.3 n Val .085 2559 236.9 2650 Bank Sta: Left 1362 Right 1432 Lengths : Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head {ft) W.S. Elev {ft) Crit W.S. {ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: Profile #PF 1 230.79 0.18 230.60 0.003224 7800.00 1182. 80 2.38 12 .70 137364.0 127.38 217.90 2.07 0 .41 0.00 RIVER : RIVER-1 RS: 37770 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= Elev 238.1 227.4 35 Sta Elev 1000 242.5 1249 228.3 1414 218.3 1665 226 2002 228.8 2191 228.3 2372 230.4 Manning's n Values Sta n Val 1000 . 085 Sta 1088 1377 1427 1753 2019 2215 2380 221 226.6 223.2 227.3 230.9 num= Sta n Val 1377 .07 Sta 1125 1381 1450 1842 2033 2226 2461 3 Sta 1450 Elev 235.8 223.3 227.4 226.8 229 229.6 233.3 n Val .085 Sta 1145 1393 1488 1895 2107 2240 2549 Elev 234.l 217 .9 227 .4 227 .5 229 .2 229 .7 236.9 Left OB 0.085 155.00 329.62 329.62 522.97 163.07 1. 59 2.02 9210.0 163.12 0.41 0.65 1282.95 397 .21 Sta 1189 1404 1577 1930 2157 2284 2638 Bank Sta: Left 1377 Right 1450 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. {ft) E.G. Slope (ft/ft) Q Total {cfs) Top Width (ft) Vel Total {ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: Profile #PF 1 230.37 0.20 230.17 0.003208 7800.00 1143. 00 2.45 12.97 137723. 1 130.48 217.20 2.17 0.41 0.00 RIVER: RIVER-1 RS: 37604 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= Sta Elev Sta Elev 35 Sta Elev Sta Elev Left OB 0.085 155.00 334.68 334.68 524.30 168.10 1. 57 1. 99 9257.4 168.15 0 .40 0 .62 1281.77 396.62 Sta 240 .9 Expan. .3 Channel 0.070 166.00 622.10 622 .10 3097 .62 70.00 4.98 8.89 54551.4 74 .09 1. 69 8.42 452.16 41. 95 Elev 231.1 217 .2 226.6 228.1 229.5 229.4 240.8 Expan. .3 Channel 0.070 166.00 671. 32 671.32 3415.22 73.00 5.09 9.20 60301.9 77 .12 1. 74 8.87 449.70 41. 68 Elev Right OB 0.085 92.50 2323.31 2323 .31 4179.41 949.73 1. 80 2.45 73602.6 952.34 0. 49 0 .88 1552.88 507.98 Right OB 0.085 92.50 2173.21 2173.21 3860.48 901. 89 1. 78 2 .41 68163.8 904.25 0.48 0.85 1548 .10 506.02 1000 12S9 1432 1678 2006 2190 2387 243 227.9 217.7 22S.6 228.4 228.2 230.4 Manning's n Values Sta n Val 1000 . OBS 1091 1392 144S 1764 2022 2204 2394 238.3 226.9 220 .3 226.2 223.2 227.2 230.9 num= Sta n Val 1392 .07 1129 1396 1469 lBSO 2036 222S 24S3 3 Sta 1469 23S.6 222.4 226.9 226. 4 228.7 229.4 233.2 n Val .O BS llSO 1409 1S06 1902 210B 223B 2S39 233.B 217 . 3 227 227.1 22B.9 229.S 236.B 1196 1422 1S92 1936 21SB 22Bl 262S Bank Sta: Left 1392 Right 1469 Lengths: Left Channel Right 92.S Coeff Contr. .1 lSS 166 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: 229.96 0.22 229.74 0.003130 7BOO.OO llOS. 7S 2.Sl 13.24 13942B.S 132.7B 216.SO 2.24 0.39 0.00 RIVER: RIVER-1 RS: 3743B Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 3S Sta Elev 1000 243.S 12S9 227.6 14SO 217 1691 22S.2 2010 228 2189 228.1 2361 230.3 Manning's n Values Sta n Val 1000 . OBS Sta 109S 1407 1463 177S 2026 2213 2378 Elev 23B.4 226. 4 219.S 22S.B 223.2 227.2 230.B num= Sta n Val 1407 . 07 Sta 1134 1412 14BB 1BS9 2043 2223 244S 3 Sta 14BB Elev 23S.S 221. s 226.4 226 22B.3 229.2 233 .2 n Val .OBS Sta 11S6 1426 1S24 1909 2110 2236 2S29 Elev 233.S 216.7 226.S 226.6 22B.7 229 .4 236. B Left OB O.OBS lSS.00 349.23 349.23 S42 .S2 174.39 1. SS 2.00 9697.B 174.43 0.39 0.61 12BO.SS 396.01 Sta 1203 1439 1607 1942 21SB 2277 2613 Bank Sta: Left 1407 Right 1488 Lengths: Left Channel lSS 166 Right 92.S Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) Profile #PF 1 229.S7 0.21 229.36 0.002738 7800.00 1040.47 2.SO 13.S6 149067 .0 13S.30 21S.BO 2.13 0.37 0.00 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB O.OBS lSS.00 3Bl. 38 3Bl. 3B S6S.99 1B4.SO 1. 4B 2.07 10B16.7 1B4 .SS 0.3S 0.S2 1279.2S 39S.37 Warning: Divided flow computed for this cross-section. 230.7 216.S 226.2 227.6 229.2 229.3 240 .B Expan. . 3 Channel 0 .070 166.00 729.20 729.20 3740.26 77.00 s .13 9.47 66BSB.B Bl. 23 1. 7S 9.00 447.03 41. 39 Elev 230 .3 21S.B 22S.B 227.2 229 229.3 240.7 Expan. .3 Channel 0.070 166.00 7BB.3S 7BB.3S 3B63.2B Bl. 00 4.90 9.73 73B31.B BS.07 1. SB 7.76 444.14 41. 09 Right OB O.OBS 92.SO 202S.82 202S.B2 3S17.22 BS4.36 1. 74 2.37 62B71. B BS6.41 0. 4 6 0.80 1S43.64 S04.1S Right OB O.OBS 92.SO 1947.16 1947.16 3370.73 774.96 1. 73 2.Sl 6441B.S 776.67 0 .43 0.74 1S39.42 S02 . 42 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37272 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 244 1098 238.5 1139 235.3 1162 233.3 1211 229.9 1278 227.3 1422 225.9 1427 220.6 1442 216 1457 215.2 1468 216.3 1482 218.8 1506 225.9 1541 226 1623 225.3 1704 224.9 1786 225.4 1867 225.6 1916 226.2 1948 226.8 2014 227.7 2030 228.2 2043 227 .9 2111 228.4 2158 228.7 2189 228 2202 227.2 2221 229 2233 229.2 2274 229.2 2356 230.3 2372 230.7 2437 233.2 2519 236.8 2600 240.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1422 .07 1506 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1422 1506 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 229.20 Element Left OB Channel Right OB Vel Head (ft) 0.23 Wt. n-Val. 0.085 0 .070 0.085 w.s. Elev (ft) 228.96 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 375 .98 852.83 1781. 36 E.G. Slope (ft/ft) 0.002711 Area (sq ft) 375.98 852.83 1781. 36 Q Total (cfs) 7800.00 Flow (cfs) 545.31 4274.47 2980.22 Top Width (ft) 985.48 Top Width (ft) 186.87 84.00 714. 61 Vel Total (ft/s) 2.59 Avg. Vel. (ft/s) 1. 45 5.01 1. 67 Max Chl Dpth (ft) 13.76 Hydr. Depth (ft) 2.01 10.15 2. 49 Conv. Total (cfs) 149818. 5 Conv. (cfs) 10474.0 82102.0 57242.5 Length Wtd. (ft) 137.55 Wetted Per. (ft) 186.90 88.30 714.77 Min Ch El (ft) 215.20 Shear (lb/sq ft) 0.34 1. 63 0.42 Alpha 2.23 Stream Power (lb/ft s) 0. 49 8.19 0. 71 Frctn Loss (ft) 0.35 Cum Volume (acre-ft) 1277.90 441.01 1535.47 C & E Loss (ft) 0.01 Cum SA (acres) 394.71 40.78 500.84 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37106 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 244.5 1102 238.6 1144 235 .2 1167 233 1218 229.5 1288 227 1437 225.4 1442 219.8 1459 215.4 1475 214 .5 1485 215.7 1500 218.1 1525 225 .4 1559 225.5 1638 224.9 1717 224.5 1796 225 1875 225.4 1923 225.8 1954 226.3 2019 227.3 2034 223.2 2046 227 .6 2113 228.1 2158 228.5 2188 227.8 2201 227.1 2220 228.9 2231 229 2271 229.1 2350 230.2 2366 230.7 2429 233.2 2508 236.7 2588 240.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1437 .07 1525 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1437 1525 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.85 Element Left OB Channel Right OB Vel Head (ft) 0.21 Wt . n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 228.63 Reach Len. (ft) 155 .00 166.00 92 .50 Crit W.S. (ft) Flow Area (sq ft) 399.98 920 .11 1812.62 E.G. Slope (ft/ft) 0.002323 Area (sq ft) 399.98 920.11 1812 .62 Q Total (cfs) 7800.00 Flow (cfs) 544.52 4357.69 2897.79 Top Width (ft) 974.93 Top Width (ft) 194.74 88.00 692.19 Vel Total (ft/s) 2. 49 Avg. Vel. (ft/s) 1. 36 4.74 1. 60 Max Chl Dpth (ft) 14.13 Hydr. Depth (ft) 2 .05 10.46 2. 62 Conv. Total (cfs) 161817.3 Conv. (cfs) 11296.5 90403.7 60117.1 Length Wtd. (ft) 138.55 Wetted Per. (ft) 194.78 92. 40 693.64 Min Ch El (ft) 214. 50 Shear (lb/sq ft) 0.30 1. 44 0.38 Alpha 2.20 Stream Power (lb/ft s) 0.41 6.84 0.61 Frctn Loss (ft) 0.29 Cum Volume (acre-ft) 1276.52 437.63 1531. 65 c & E Loss (ft) 0.01 Cum SA (acres) 394.03 40.45 499.35 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36940 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 245 1105 238.8 1149 235 1173 232.7 1226 229.1 1298 226.6 1452 224.9 1457 218.9 1475 214 .8 1493 213.8 1503 215 1518 217.3 1544 224.9 1577 225 1653 224.5 1730 224 .1 1807 224.6 1884 224.8 1930 225.3 1961 225.9 2023 226.9 2037 223.2 2050 227.2 2114 227.8 2158 228.2 2187 227.7 2199 227.1 2218 228.7 2229 228.9 2268 229 2345 230.2 2360 230.6 2421 233.1 2498 236. 7 2575 240.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1452 .07 1544 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1452 1544 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.55 Element Left OB Channel Right OB Vel Head (ft) 0.19 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 228.36 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 445.71 1003.70 1837.85 E.G. Slope (ft/ft) 0.001933 Area (sq ft) 445.71 1003.70 1837.85 Q Total (cfs) 7800.00 Flow (cfs) 575.67 4459.34 2764.99 Top Width (ft) 966.48 Top Width (ft) 204.57 92.00 669.91 Vel Total (ft/s) 2.37 Avg. Vel. (ft/s) 1. 29 4. 44 1. 50 Max Chl Dpth (ft) 14.56 Hydr. Depth (ft) 2.18 10.91 2.74 Conv. Total (cfs) 177406.9 Conv. (cfs) 13093.3 101425. 4 62888.2 Length Wtd. (ft) 139.66 Wetted Per. (ft) 204.61 96.63 671. 09 Min Ch El (ft) 213.80 Shear (lb/sq ft) 0. 26 1. 25 0.33 Alpha 2.17 Stream Power (lb/ft s) 0.34 5.57 0.50 Frctn Loss (ft) 0.25 Cum Volume (acre-ft) 1275.02 433.97 1527.77 C & E Loss (ft) 0.01 Cum SA (acres) 393.32 40.11 497.90 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36774 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 245.3 1109 238.9 1154 234.9 1179 232.4 1233 228.6 1308 226.3 1466 224.5 1473 218 1492 214.1 1510 213.1 1521 214 .3 1536 216.6 1562 224.5 1594 224.5 1669 224.1 1743 223.8 1818 224.2 1892 224.4 1937 224.9 1967 225.5 2027 226.5 2041 223.2 2053 226.8 2116 227.5 2158 228 2186 227.6 2198 227 2216 228.5 2227 228.7 2265 228.9 2339 230.1 2354 230.6 2414 233.1 2488 236.7 2563 240.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1466 .07 1562 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1466 1562 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.29 Element Left OB Channel Right OB Vel Head (ft) 0.17 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 228.12 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 483.51 1084 .15 1858 .97 E.G. Slope (ft/ft) 0.001645 Area (sq ft) 483.51 1084.15 1858.97 Q Total (cfs) 7800.00 Flow (cfs) 584 .2 7 4560.94 2654 .79 Top Width (ft) 962.73 Top Width (ft) 217.31 96.00 649.43 Vel Total (ft/s) 2.28 Avg. Vel. (ft/s) 1. 21 4.21 1. 43 Max Chl Dpth (ft) 15.02 Hydr. Depth (ft) 2.22 11. 29 2 .86 Conv. Total (cfs) 192291. 8 Conv. (cfs) 14403.8 112439. 9 65448.1 Length Wtd. (ft) 140.12 Wetted Per. (ft) 217.35 100.39 650.43 Min Ch El (ft) 213 .10 Shear (lb/sq ft) 0.23 1.11 0.29 Alpha 2.15 Stream Power (lb/ft s) 0.28 4.67 0.42 Frctn Loss (ft) 0.20 Cum Volume (acre-ft) 1273 .36 429 .99 1523.85 C & E Loss (ft) 0.01 Cum SA (acres) 392 .57 39.75 496.50 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36608 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 246 1112 239 1159 234.7 1184 232.2 1241 228.2 1318 226 1481 224 1488 217 .1 1509 213.5 1528 212. 4 1539 213.7 1554 215.9 1581 224 1612 224 1684 223.7 1756 223.4 1828 223 1900 224 1944 224.5 1973 225.1 2031 226.1 2045 223.2 2056 226.5 2117 227.2 2158 227.7 2186 227.4 2197 227 2214 228.4 2225 228.6 2261 228.8 2333 230.1 2348 230.5 2406 233.1 2478 236. 7 2550 240.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1481 .07 1581 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1481 1581 155 166 92 .5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.08 Element Left OB Channel Right OB Vel Head (ft) 0 .14 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227 .93 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 543.83 1178.06 1970.45 E.G. Slope (ft/ft) 0. 001300 Area (sq ft) 543.83 1178.06 1970.45 Q Total (cfs) 7800.00 Flow (cfs) 607.15 4531.19 2661. 67 Top Width (ft) 958.06 Top Width (ft) 230.71 100.00 627.35 Vel Total (ft/s) 2.11 Avg. Vel. (ft/s) 1.12 3.85 1. 35 Max Chl Dpth (ft) 15 .53 Hydr. Depth (ft) 2 .36 11. 78 3.14 Conv. Total (cfs) 216299.4 Conv. (cfs) 16836.6 125652.9 73809.9 Length Wtd. (ft) 140.77 Wetted Per. (ft) 230 .75 104.59 628.21 Min Ch El (ft) 212.40 Shear (lb/sq ft) 0.19 0.91 0.25 Alpha 2.09 Stream Power (lb/ft s) 0.21 3.52 0.34 Frctn Loss (ft) 0 .17 Cum Volume (acre-ft) 1271. 54 425.68 1519.78 C & E Loss (ft) 0.00 Cum SA (acres) 391.78 39.37 495.15 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36442 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 246.5 1116 239.1 1164 234 .6 1190 231. 9 1248 227 .8 1327 225.7 1496 223.5 1503 216.2 1525 212.9 1546 211. 8 1557 213 1573 215.1 1599 223.5 1629 223 .5 1699 223.2 1769 223 1839 223.5 1909 223.7 1951 224 1979 224 .6 2035 225.7 2049 223.2 2060 226.1 2118 226.9 2158 227.5 2185 227.3 2196 226.9 2213 228.2 2223 228.4 2258 228 .7 2328 230 2342 230.4 2398 233 24 68 236.6 2538 240 .4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1496 .07 1599 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr . Expan. 1496 1599 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.91 Element Left OB Channel Right OB Vel Head (ft) 0.13 Wt . n-Val . 0.085 0.070 0.085 w.s. Elev (ft) 227.78 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 618.28 1279.73 1985.61 E.G. Slope (ft/ft) 0.001079 Area (sq ft) 618.28 1279 .73 1985.61 Q Total (cfs) 7800.00 Flow (cfs) 654.07 4639.65 2506.28 Top Width (ft) 958.65 Top Width (ft) 247.17 103.00 608.48 Vel Total (ft/s) 2.01 Avg. Vel. (ft/s) 1. 06 3.63 1. 26 Max Chl Dpth (ft) 15.98 Hydr. Depth (ft) 2.50 12.42 3 .26 Conv. Total (cfs) 237491. 6 Conv. (cfs) 19914.9 141266.5 76310.3 Length Wtd. (ft) 141.75 Wetted Per. (ft) 247.21 107.91 609.15 Min Ch El (ft) 211. 80 Shear (lb/sq ft) 0.17 0.80 0.22 Alpha 2.09 Stream Power (lb/ft s) 0.18 2 .90 0.28 Frctn Loss (ft) 0.14 Cum Volume (acre-ft) 1269.47 421.00 1515.58 c & E Loss (ft) 0.01 Cum SA (acres) 390.93 38.99 493.83 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36276 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247 1119 239.3 1169 234.4 1196 231. 6 1255 227.4 1337 225.3 1511 223 1518 215.4 1542 212.3 1564 211.1 1575 212.3 1591 214.4 1618 223 1647 223 1715 222 .8 1782 222.7 1850 223.1 1917 223.3 1958 223.6 1985 224 .2 2039 225.3 2052 223.2 2063 225.7 2120 226.6 2158 227.2 2184 227.2 2195 226.9 2211 228 2221 228 .2 2255 228.6 2322 230 2336 230.4 2390 233 2457 236.6 2525 240.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1511 .07 1618 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1511 1618 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227 .77 Element Left OB Channel Right OB Vel Head (ft) 0.11 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.65 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 717. 32 1387.68 2056.03 E.G. Slope (ft/ft) 0.000866 Area (sq ft) 717.32 1387.68 2056.03 Q Total (cfs) 7800 .00 Flow (cfs) 726. 52 4638.31 2435.16 Top Width (ft) 954.56 Top Width (ft) 259.58 107.00 587 .98 Vel Total (ft/s) 1. 87 Avg. Vel. (ft/s ) 1. 01 3.34 1.18 Max Chl Dpth (ft) 16.55 Hydr. Depth (ft) 2.76 12.97 3.50 Conv. Total (cfs) 265073.3 Conv. (cfs) 24690.0 157627.3 82756.0 Length Wtd. (ft) 142.26 Wetted Per. (ft) 259.63 112 .10 588.49 Min Ch El (ft) 211.10 Shear (lb/sq ft) 0.15 0 .67 0 .19 Alpha 2.04 Stream Power (lb/ft s) 0.15 2.24 0 .22 Frctn Loss (ft) 0.11 Cum Volume (acre-ft) 1267.09 415.91 1511. 29 C & E Loss (ft) 0.00 Cum SA (acres) 390 .02 38.59 492 .56 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36110 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247.5 1123 239.4 1174 234.3 1202 231. 4 1263 227 1347 225 1526 222.5 1534 214.4 1558 211. 6 1581 210.4 1593 211. 6 1609 213.7 1637 222.5 1665 222 .5 1730 222 .4 1795 222.3 1860 222.7 1926 222.9 1965 223.2 1991 223.8 2044 224.9 2056 223.2 2066 225.3 2121 226.3 2158 227 2183 227 2194 226 .9 2209 227.9 2219 228.1 2252 228.5 2317 229.9 2330 230.3 2382 233 2447 236.6 2513 240 .3 Manning's n Values num= 3 Sta 1000 n Val .085 Sta 1526 n Val .07 Sta 1637 n Val .085 Bank Sta: Left 1526 Right 1637 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W. S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: Profile #PF 1 227.65 0.10 227.56 0.000693 7800.00 948.56 1. 75 17.16 296205.6 142 . 64 210.40 2.00 0.09 0.00 RIVER: RIVER-1 RS: 35944 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Ve!. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= Elev 239.5 35 Sta Elev 1000 248 1357 224.7 1611 211 1808 221. 9 2048 224.5 2182 226.9 2311 229.9 Manning's n Values Sta n Val 1000 . 085 Sta 1126 1541 1627 1871 2060 2192 2324 222 212.9 222.3 223.2 226.8 230.2 num= Sta n Val 1541 .07 Sta 1178 1549 1655 1934 2070 2208 2374 3 Sta 1655 Elev 234.l 213.5 222 222.5 225 227.7 233 n vai .085 Sta 1207 1575 1682 1972 2123 2217 2437 Elev 231.1 211 222 222.7 226 227.9 236.5 Left OB 0.085 155.00 814.24 814.24 780.89 270.71 0.96 3.01 29654.3 270.78 0.13 0.12 1264.37 389.08 Sta 1270 1599 1745 1997 2159 2248 2500 Bank Sta: Left 1541 Right 1655 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: Profile #PF 1 227.56 0.08 227.48 0.000559 7800.00 946.33 1. 64 17.78 329834.2 143.09 209.70 1. 96 0.07 0 .00 RIVER: RIVER-1 RS : 35778 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Ve!. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 35 Sta Elev 1000 248.5 1367 224.4 1629 210.3 Sta 1130 1555 1645 Elev 239.6 221. 5 212.2 Sta 1183 1564 1674 Elev 234 212.7 221. 5 Sta 1213 1591 1700 Elev 230.8 210.4 221. 6 Left OB 0.085 155.00 923.83 923.83 839.73 283.28 0.91 3.26 35509.4 283.36 0.11 0.10 1261. 28 388.09 Sta 1278 1617 1761 Expan. . 3 Channel 0.070 166.00 1504. 96 1504.96 4641. 47 111. 00 3.08 13.56 176260.1 116.13 0.56 1. 73 410.40 38.17 Elev 226.6 209.7 222 223.3 226.8 228.4 240.2 Expan. . 3 Channel 0 .070 166.00 1619.53 1619.53 4622.56 114. 00 2.85 14.21 195471. 6 119 .45 0. 47 1. 35 404.45 37.74 Elev 226.2 209 221. 5 Right OB 0.085 92 .50 2134.76 2134.76 2377.64 566.85 1.11 3.77 90291. 2 567.24 0.16 0.18 1506.84 491.34 Right OB 0 .085 92.50 2225.28 2225.28 2337. 71 549.04 1. 05 4.05 98853.2 549.34 0.14 0.15 1502.21 490.15 1821 221. 6 1882 221. 9 1942 222.1 1979 222.3 2003 222.9 2052 224.1 2064 223.2 2073 224.6 2124 225.7 2159 226.5 2182 226.8 2191 226.8 2206 227.5 2215 227.7 2245 228.3 2306 229.8 2318 230.2 2366 232.9 2427 236.5 2488 240.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1555 .07 1674 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1555 1674 155 166 92 .5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.48 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.41 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 1037.77 1759.86 2297.93 E.G. Slope (ft/ft) 0.000451 Area (sq ft) 1037.77 1759.86 2297.93 Q Total (cfs) 7800.00 Flow (cfs) 892.51 4640.61 2266 .88 Top Width (ft) 943.31 Top Width (ft) 294.15 119.00 530.16 Vel Total (ft/s) 1. 53 Avg. Vel. (ft/s) 0.86 2.64 0.99 Max Chl Dpth (ft) 18.41 Hydr. Depth (ft) 3.53 14.79 4.33 Conv. Total (cfs) 367359.1 Conv. (cfs) 42034 .9 218560.4 106763.8 Length Wtd. (ft) 143.67 Wetted Per. (ft) 294.24 124.36 530.36 Min Ch El (ft) 209.00 Shear (lb/sq ft) 0.10 0. 40 0.12 Alpha 1. 92 Stream Power (lb/ft s) 0.09 1. 05 0.12 Frctn Loss (ft) 0.06 Cum Volume (acre-ft) 1257.79 398.01 1497. 41 C & E Loss (ft) 0.00 Cum SA (acres) 387.07 37.30 489.01 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 35612 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 249 1133 239.8 1188 233.8 1219 230 .5 1285 225.8 1376 224 1570 221 1579 211. 8 1608 209.7 1635 208.4 1647 209.6 1664 211. 5 1693 221 1718 221.1 1776 221.1 1834 221.2 1892 221. 5 1951 221.7 1986 221. 9 2009 222.5 2056 223.7 2067 223.2 2077 224.2 2125 225.4 2159 226.3 2181 226.6 2190 226.7 2204 227.4 2213 227.6 2242 228.2 2300 229.8 2312 230.1 2358 232.9 2417 236.5 2475 240.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1570 .07 1693 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1570 1693 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.42 Element Left OB Channel Right OB Vel Head (ft) 0.06 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.36 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 1184. 74 1903.36 2369.11 E.G. Slope (ft/ft) 0.000362 Area (sq ft) 1184 .74 1903.36 2369.11 Q Total (cfs) 7800.00 Flow (cfs) 970.06 4635.79 2194.15 Top Width (ft) 940.21 Top Width (ft) 306.95 123.00 510.26 Vel Total (ft/s) 1. 43 Avg. Vel. (ft/s) 0.82 2. 4 4 0.93 Max Chl Dpth (ft) 18 . 96 Hydr. Depth (ft) 3. 86 15.47 4.64 Conv. Total (cfs) 409678.4 Conv. (cfs) 50950.3 243484.9 115243.2 Length Wtd. (ft) 144.19 Wetted Per. (ft) 307.05 128.66 510.39 Min Ch El (ft) 208.40 Shear (lb/sq ft) 0.09 0.33 0.11 Alpha 1. 88 Stream Power (lb/ft s) 0.07 0.82 0.10 Frctn Loss (ft) 0.05 Cum Volume (acre-ft) 1253.83 391. 03 1492.46 C & E Loss (ft) 0 .00 Cum SA (acres) 386.00 36.84 487.90 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 35446 INPUT Description: Station Elevation Sta Elev 1000 249.5 1386 223.7 1665 209 1847 220.8 2060 223.3 2180 226.5 2295 229.7 Manning's n Values Sta n Val 1000 . 085 Data Sta 1137 1585 1682 1903 2071 2189 2306 num= Elev 239.9 220.5 210.7 221.1 223.2 226.7 230.1 num= Sta n Val 1585 .07 35 Sta 1193 1595 1711 1959 2080 2202 2351 3 Sta 1711 Elev 233.7 210.9 220.5 221. 3 223.9 227 .2 232.9 n Val .085 Sta 1224 1624 1735 1993 2127 2211 2407 Elev 230.3 209.1 220.6 221.4 225.1 227.4 236.5 Sta 1293 1652 1791 2015 2159 2239 2463 Bank Sta: Left 1585 Right 1711 Lengths: Left Channel Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: 155 166 Profile #PF 1 227.37 0.05 227.32 0.000300 7800.00 941. 49 1. 35 19.62 450140.3 144. 75 207.70 1. 86 0.04 0.00 RIVER: RIVER-1 RS: 35280 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 12 Sta 1230 1700 Sta Elev 1000 250 1610 210 2300 230 Manning's n Values Sta n Val 1000 . 085 Sta 1140 1670 2450 Elev 240 207 240 num= Sta n Val 1600 .07 3 Sta 1730 Elev 235 210 n Val .085 Sta 1300 1730 Bank Sta: Left 1600 Right 1730 Lengths: Left Channel Right 1050 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs ) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 700 1080 Profile #PF 1 227.33 0.05 227.29 0.000248 7800.00 925.54 1. 27 20.29 495575.1 983.86 207.00 1. 82 0.50 0 .01 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Elev 225 220 Left OB 0 .085 155 .00 1322.61 1322.61 1033.64 319.05 0.78 4.15 59651. 8 319.16 0.08 0.06 1249.37 384.88 Sta 1600 2000 Coeff Contr. .1 Left OB 0.085 700.00 1454 .11 1454 .11 1106. 40 316.00 0.76 4. 60 70295.2 316.21 0.07 0.05 1244 .43 383.75 Elev 225.4 207.7 220.7 222.1 226 228.2 240.1 Expan. .3 Channel 0.070 166.00 2031.82 2031.82 4631.26 126.00 2.28 16.13 267271. 6 131. 71 0.29 0.66 383.53 36.36 Elev 220 221 Expan. .3 Channel 0 .070 1080.00 2182 .19 2182.19 4638.38 130 .00 2 .13 16.79 294700.6 135.99 0 .25 0.53 375.50 35.88 Right OB 0.085 92 .50 2439.15 2439.15 2135.09 496.44 0.88 4.91 123216.8 496.54 0.09 0.08 1487.35 486.83 Right OB 0.085 1050.00 2490.82 2490.82 2055.22 479.54 0.83 5.19 130579.2 479.63 0.08 0.07 1482.12 485.80 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 34200 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 250.2 1100 246.8 1200 238.1 1300 231. 7 1400 223.3 1415 222.1 1437 215.2 1454 222.5 1500 222 1600 222 .3 1622 211. 4 1626 210.9 1629 211. 7 1645 220.8 1700 221. 6 1749 219.6 1757 214 1764 219.6 1800 220.5 1832 219.6 1875 222.1 1900 226.9 1944 237.1 2000 238.9 2100 241.1 2200 242.3 2300 241. 5 2400 239.9 2500 239.8 2850 240 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1600 .07 1645 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1600 1645 570 614 520 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 226.82 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n-Val. 0.075 0.070 0.085 w.s. Elev (ft) 226.70 Reach Len. (ft) 570.00 614.00 520.00 Crit W.S. (ft) Flow Area (sq ft) 1099.25 492.33 1508.95 E.G. Slope (ft/ft) 0.001632 Area (sq ft) 1099.25 492.33 1508.95 Q Total (cfs) 7800.00 Flow (cfs) 2405.26 1937.43 3457.31 Top Width (ft) 539.45 Top Width (ft) 240.49 45.00 253.96 Vel Total (ft/s) 2 .52 Avg. Vel. (ft/s) 2.19 3.94 2 .29 Max Chl Dpth (ft) 15.80 Hydr. Depth (ft) 4.57 10.94 5.94 Conv. Total (cfs) 193050.7 Conv. (cfs) 59530.4 47951.5 85568.7 Length Wtd. (ft) 558.70 Wetted Per. (ft) 243.24 50.09 258 .27 Min Ch El (ft) 210.90 Shear (lb/sq ft) 0. 46 1. 00 0.60 Alpha 1. 21 Stream Power (lb/ft s) 1. 01 3 .94 1. 36 Fr ctn Loss (ft) 0.98 Cum Volume (acre-ft) 1223.91 342.35 1433.91 C & E Loss (ft) 0 .00 Cum SA (acres) 379.28 33. 71 476.96 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 33586 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 245.6 1093 242.6 1140 239 1187 235 1280 229 1373 222.2 1387 221.3 1408 215.7 1420 220.2 1424 221. 6 1467 221.1 1560 221. 3 1571 219.1 1583 210.4 1587 210 1590 210.7 1594 212.5 1608 219.8 1651 220.4 1662 220.6 1711 219 1719 214 .5 1726 219 1754 219.6 1761 219.7 1793 219 1836 221 1857 224.2 1861 224.8 1904 232.9 1960 234.3 2059 236.4 2063 236.4 2159 237.1 2166 237.1 2258 236.7 2269 236.6 2357 235 .6 2372 235.6 2456 235.7 2475 235.8 2526 235.9 2804 238 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1560 .07 1608 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1560 1608 570 614 520 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 225.84 Element Left OB Channel Right OB Vel Head (ft) 0.13 Wt. n-Val. 0.075 0 .070 0.085 w.s. Elev (ft) 225.71 Reach Len. (ft) 570.00 614.00 520.00 Crit W.S. (ft) Flow Area (sq ft) 1010.11 490.48 1465.55 E.G. Slope (ft/ft) 0.001892 Area (sq ft) 1010.11 490.48 1465 .55 Q Total (cfs) 7800.00 Flow (cfs) 2288.86 1988 .46 3522.68 Top Width (ft) 540.81 Top Width (ft) 234.99 48.00 257 .83 Vel Total (ft/s) 2.63 Avg. Vel. (ft/s) 2.27 4.05 2.40 Max Chl Dpth (ft) 15.71 Hydr. Depth (ft) 4.30 10.22 5.68 Conv. Total (cfs) 179309.8 Conv. (cfs) 52617 .3 45711.7 80980 .9 Length Wtd. (ft) 560.91 Wetted Per. (ft) 236.94 53.32 260. 79 Min Ch El (ft) 210.00 Shear (lb/sq ft) 0.50 1. 09 0.66 Alpha 1. 20 Stream Power (lb/ft S) 1.14 4.41 1. 60 Frctn Loss (ft) 1. 08 Cum Volume (acre-ft) 1210 .11 335.42 1416.15 C & E Loss (ft) 0.00 Cum SA (acres) 376.17 33.05 473.90 Warning: The energy loss was greater than 1.0.ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 32972 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta 1000 241 1007 238.4 1130 235.5 1173 1347 221. 2 1360 220.4 1379 216.3 1390 1433 220.2 1520 220.2 1531 213.8 1543 1551 209.6 1556 211.1 1570 218.8 1613 1673 218.4 1681 215 1688 218.4 1715 1755 218.4 1797 219.8 1818 222.2 1822 1920 229.8 2019 231. 7 2022 231. 7 2117 2216 231. 9 2225 231. 9 2314 231. 5 2329 2431 231. 7 2482 231.9 2758 236 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1520 .07 1570 .085 Bank Sta: Left Right Lengths: Left Channel Right 1520 1570 570 614 520 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 224.76 Element Vel Head (ft) 0.16 Wt. n-Val. w.s . Elev (ft) 224.60 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001953 Area (sq ft) Q Total (cfs) 7800.00 Flow (cfs) Top Width (ft) 545 .54 Top Width (ft) Vel Total (ft/s) 2.71 Avg. Vel. (ft/s) Max Chl Dpth (ft) 15.60 Hydr. Depth (ft) Conv. Total (cfs) 176490.6 Conv. (cfs) Length Wtd. (ft) 564.87 Wetted Per. (ft) Min Ch El (ft) 209 .00 Shear (lb/sq ft) Elev Sta 232 1260 219.6 1393 209. 4 1548 219. 5 1624 218.8 1723 222.7 1865 232 2124 231. 3 2413 Coe ff Contr. .1 Left OB 0.075 570.00 902. 71 902.71 1960.29 229.91 2.17 3.93 44355.5 231.13 0.48 Alpha 1. 36 Stream Power (lb/ft s) 1. 03 Frctn Loss (ft) 1.17 Cum Volume (acre-ft) 1197. 60 C & E Loss (ft) 0.00 Cum SA (acres) 373.13 Elev 226.4 220.6 209 219.6 218.9 228.7 231. 9 231. 6 Expan. . 3 Channel Right OB 0.070 0.085 614.00 520.00 568.94 1409.80 568.94 1409.80 2540.73 3298.98 50.00 265. 63 4.47 2.34 11. 38 5.31 57489.1 74646.0 54.78 267.46 1. 27 0.64 5.66 1. 50 327.95 1398.99 32.36 470.78 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 236.5 1320 220.1 1400 219.3 1512 208.6 1635 217.8 1726 217.7 1880 225.2 2174 227.1 2387 227.7 Manning's n Values RIVER: RIVER-1 RS: 32358 Data num= 43 Sta Elev Sta 1080 234.2 1120 1332 219.6 1350 1480 219.2 1491 1517 209.7 1533 1642 215.5 1649 1758 218.7 1778 1978 227 1981 2184 227.2 2272 2430 227.9 2712 num= 3 Elev Sta Elev Sta Elev 232 1160 228.9 1240 223.7 216.8 1360 219 1363 219 .7 210.9 1504 208 .4 1508 208.1 217.7 1575 218.5 1587 218.5 217.8 1677 218.1 1684 218.1 220.2 1782 220.5 1825 224.6 227 2076 226.8 2083 226.7 226.9 2286 227 2369 227.6 234 Sta n Val Sta n Val Sta n Val 1000 .075 1480 .07 1533 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1480 1533 570 614 520 . 1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 223.59 Element Left OB Channel Right OB Vel Head (ft) 0.18 Wt. n-Val. 0.075 0.070 0.085 w.s. Elev (ft) 223 .40 Reach Len. (ft) 570.00 614 .00 520.00 Crit W.S. (ft) Flow Area (sq ft) 801.54 618.05 1351. 36 E.G. Slope (ft/ft ) 0.002183 Area (sq ft) 801.54 618.05 1351. 36 Q Total (cfs) 7800.00 Flow (cfs) 1685.62 2965.69 3148.69 Top Width (ft) 565.87 Top Width (ft) 233.42 53.00 279.45 Vel Total (ft/s) 2.81 Avg. Vel. (ft/s) 2 .10 4.80 2.33 Max Chl Dpth (ft) 15.30 Hydr. Depth (ft) 3.43 11. 66 4.84 Conv. Total (cfs ) 166959.8 Conv. (cfs) 36080.9 63480.9 67398 .1 Length Wtd. (ft) 569.06 Wetted Per. (ft) 234 .04 58.07 280.43 Min Ch El (ft) 208.10 Shear (lb/sq ft) 0.47 1. 45 0.66 Alpha 1. 50 Stream Power (lb/ft s) 0.98 6.96 1. 53 Frctn Loss (ft) 1. 46 Cum Volume (acre-ft) 1186 .45 319.59 1382.51 C & E Loss (ft) 0.01 Cum SA (acres) 370.10 31. 63 467.52 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-! REACH: Reach-1 RS: 31744 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 231.9 1073 230 1110 228.5 1147 225.9 1220 221.1 1293 219.1 1304 218.8 1320 217.3 1330 218.4 1333 218 . 7 1367 218.5 1440 218.1 1452 208.8 1465 207.3 1469 207.1 1473 207.6 1479 208.4 1495 216.7 1538 217.5 1549 217 .5 1596 217 .2 1604 216.1 1611 217.2 1638 217.3 1646 217 .4 1677 217 .1 1719 217.5 1739 218.3 1743 218.4 1786 220 .4 1840 220.7 1937 222.3 1941 222.3 2035 221. 6 2041 221. 6 2132 222.4 2142 222.4 2229 222.6 2243 222.7 2326 223 .5 2344 223.6 2394 224 2666 232 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1440 .07 1495 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1440 1495 570 614 520 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 222.12 Element Left OB Channel Right OB Vel Head (ft) 0.26 Wt. n-Val. 0.075 0.070 0.085 w.s. Elev (ft) 221.86 Reach Len. (ft) 570.00 614. 00 520.00 Crit W.S. (ft) Flow Area (sq ft) 646.15 629.15 1357.31 E.G. Slope (ft/ft) 0.003072 Area (sq ft) 64 6. 15 629.15 1357 .31 Q Total (cfs) 7800.00 Flow (cfs) 1405. 62 3531. 10 2863.28 Top Width (ft) 771.76 Top Width (ft) 231.53 55.00 485.23 Vel Total (ft/s) 2.96 Avg. Vel. (ft/s) 2.18 5.61 2 .11 Max Chl Dpth (ft) 14.76 Hydr. Depth (ft) 2 .79 11. 44 2.80 Conv. Total (cfs) 140732. 7 Conv. (cfs) 25361.1 63710. 4 51661.1 Length Wtd. (ft) 558.47 Wetted Per. (ft) 231. 73 60.38 485 .48 Min Ch El (ft) 207.10 Shear (lb/sq ft) 0.53 2 .00 0.54 Alpha 1. 91 Stream Power (lb/ft s) 1.16 11 .21 1.13 Frctn Loss (ft) 1. 04 Cum Volume (acre-ft) 1176.98 310.80 1366.34 C & E Loss (ft) 0.06 Cum SA (acres) 367.06 30 .87 462.96 Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 31130 INPUT Description: Station Elevation Data num= 20 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 227.3 1100 22S 1200 21B.4 1300 217.B 1400 217.1 1412 206.7 1430 206.2 1440 207 14SB 21S.7 lSOO 216.S 1600 216.6 1700 216.3 lBOO 216.1 1900 217. 6 2000 216. 4 2100 217.7 2200 21B.4 2300 219.6 23SO 220 2620 230 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07S 1430 .07 14SB .OBS Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1430 14SB 400 610 S40 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 221. 02 Element Left OB Channel Right OB Vel Head (ft) 0.06 Wt. n-Val. 0.07S 0.070 O.OBS w.s. Elev (ft) 220.96 Reach Len. (ft) 400.00 610.00 S40.00 Crit W.S. (ft) Flow Area (sq ft) 10S7.01 316.63 3329.12 E.G. Slope (ft/ft) 0.001242 Area (sq ft) 10S7.01 316.63 3329.12 Q Total (cfs) 7BOO.OO Flow (cfs) 1B20.4B 113B. 9S 4B40.S6 Top Width (ft) 1214.7B Top Width (ft) 26B.Bl 2B.OO 917.97 Vel Total (ft/s) 1. 66 Avg. Vel. (ft/s) 1. 72 3.60 1. 4S Max Chl Dpth (ft) 14. 76 Hydr. Depth (ft) 3.93 11. 31 3.63 Conv. Total (cfs) 2213S3.4 Conv. (cfs) Sl662.B 32322.0 13736B.7 Length Wtd. (ft) S23.77 Wetted Per. (ft) 272. 79 30.02 91B.03 Min Ch El (ft) 206.20 Shear (lb/sq ft) 0.30 O.B2 0.2B Alpha 1. 42 Stream Power (lb/ft s) O.S2 2.94 0.41 Frctn Loss (ft) 0.9B Cum Volume (acre-ft) 116S . B3 304.13 133B .37 C & E Loss (ft) 0.01 Cum SA (acres) 363. 7B 30.29 4S4.SB CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 30S20 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev BB4 227.B 1014 224.S 10B3 223.4 1177 21B 122B 216.3 1242 216.2 1271 216.B 1421 216.B 143S 216.B 1492 216.6 1S20 216. 4 1S64 216.2 1600 216.2 1611 207 1627 20S.l 163B 206.2 1640 20B.6 1649 211. 2 16S7 21S 1674 21S.7 16B9 21S.B 172S 216 17SO 21S.B 1Bl7 216 1B2B 216 1B9B 21S.B 1929 21S.7 196B 21S.6 2041 21S.3 21S3 216.1 2177 21S.9 226S 216.3 2323 217.7 237B 21B.6 2490 219.9 2602 221. 7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val BB4 .OBS 1600 .07 16S7 .OBS Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1600 16S7 400 610 S40 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 220.04 Element Left OB Channel Right OB Vel Head (ft) 0.16 Wt. n-Val. O.OBS 0.070 O.OBS w.s. Elev (ft) 219.BB Reach Len. (ft) 400.00 610.00 S40.00 Crit W.S. (ft) Flow Area (sq ft) 13B9.SO 637 .B7 2Bl2 .11 E.G. Slope (ft/ft) 0.00260S Area (sq ft) 13B9.SO 637.B7 2Bl2 .11 Q Total (cfs) llSOO. 00 Flow (cfs) 2606. so 3239.2B S6S4.22 Top Width (ft) 1343.92 Top Width (ft) 4SS.71 S7.00 B31. 21 Vel Total (ft/s) 2.3B Avg. Vel. (ft/s) 1. BB S.OB 2.01 Max Chl Dpth (ft) 14 .7B Hydr. Depth (ft) 3.0S 11.19 3.3B Conv. Total (cfs) 22S31B.3 Conv. (cfs) Sl06B.B 63466.9 110782. s Length Wtd. (ft) S20.71 Wetted Per. (ft) 4SS.80 62 . 86 831.26 Min Ch El (ft) 20S.10 Shear (lb/sq ft) o.so 1. 6S o.ss Alpha Frctn Loss (ft) c & E Loss (ft) 1. 78 1. 38 0.00 Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 0.93 1154 . 60 360.46 8.38 297.45 29.69 1.11 1300.31 443.74 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 29910 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta 768 228 956 223.4 1026 221. 8 1190 1284 214 1326 215 1542 215.8 1592 1696 215.8 1748 215.2 1800 215 .4 1810 1836 205.3 1843 207.4 1848 210.5 1857 1892 215.4 1919 215.5 1969 215.1 2033 2123 215.2 2158 215 .1 2201 215 2282 2433 214.4 2531 216.3 2595 218.2 2659 2804 223.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 768 .085 1800 .07 1857 .085 Bank Sta: Left Right Lengths : Left Channel Right 1800 1857 400 610 540 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 218.65 Element Vel Head (ft) 0.15 Wt. n-Val. w.s. Elev (ft) 218.50 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002706 Area (sq ft) Q Total (cfs) 11500.00 Flow (cfs) Top Width (ft) 1483 . 21 Top Width (ft) Vel Total (ft/s) 2.30 Avg. Vel. (ft/s) Max Chl Dpth (ft) 14 .40 Hydr. Depth (ft) Conv. Total (cfs) 221087.7 Conv. (cfs) Length Wtd. (ft) 503.49 Wetted Per. (ft) Min Ch El (ft) 204.10 Shear (lb/sq ft) Elev Sta Elev 216. 5 1263 213.8 216 1644 215.6 207.2 1824 204.1 214 .3 1875 215.4 215 .4 2046 215 .4 214.5 2407 214. 7 219.4 2780 221. 4 Coe ff Contr. Expan. .1 .3 Left OB Channel 0.085 0.070 400.00 610.00 1981. 63 605.42 1981.63 605.42 3704.99 3044.42 672. 01 57.00 1. 87 5.03 2 .95 10.62 71228.6 58529.1 672 .11 62.29 0.50 1. 64 Alpha 1. 78 Stream Power (lb/ft s) 0.93 8 .26 Frctn Loss (ft) 1. 31 Cum Volume (acre-ft) 1139.12 288.74 C & E Loss (ft) 0.01 Cum SA (acres) 355.28 28.89 Warning: The energy loss was greater than 1.0 ft (0 .3 m). between the current and section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 29300 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 652 228.9 897 222.3 989 220.2 1203 214.3 1299 211. 2 1326 211. 8 1380 213.3 1663 214.8 1728 215.1 1795 214. 7 1864 214.6 1932 214 .2 2000 214.5 2009 207.5 2022 203 2034 204.5 2041 206.3 2045 209.9 2056 213.7 2077 215.2 2094 215 2114 215 2179 214.4 2250 214.8 2264 214.8 2349 214. 6 2387 214 .5 2434 214 .4 2523 213.6 2660 213.2 2688 212.9 2796 216.2 2867 218.8 2933 220.3 3069 222 .9 3206 225.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 652 .085 2000 .07 2056 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2000 2056 400 610 540 .1 .3 Right OB 0.085 540.00 24 09 .01 2409.01 4750.58 754.21 1. 97 3.19 91330.0 754.30 0.54 1. 06 1267.94 433.91 previous cross CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 217. 33 Element Left OB Vel Head (ft) 0.11 Wt. n-Val. 0.085 w.s. Elev (ft) 217.22 Reach Len. (ft) 400.00 Crit W.S. (ft) Flow Area (sq ft) 2752 .16 E.G. Slope (ft/ft) 0.002521 Area (sq ft) 2752.16 Q Total (cfs) 11500. 00 Flow (cfs) 5078.40 Top Width (ft) 1726.59 Top Width (ft) 902 .81 Vel Total (ft/s) 2.09 Avg. Vel. (ft/s) 1. 85 Max Chl Dpth (ft) 14 .22 Hydr. Depth (ft) 3.05 Conv. Total (cfs) 229033.3 Conv. (cfs) 101141.1 Length Wtd. (ft) 483.84 Wetted Per. (ft) 902.93 Min Ch El (ft) 203.00 Shear (lb/sq ft) 0.48 Alpha 1. 66 Stream Power (lb/ft s) 0.89 Frctn Loss (ft) 0.97 Cum Volume (acre-ft) 1117.39 C & E Loss (ft) 0.01 Cum SA (acres) 348.05 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 INPUT Description: Station Elevation Data Sta Elev Sta 536 229.5 839 1368 209.5 1435 2032 213.6 2116 2232 203.6 2240 2297 214. 6 2318 2574 214 2616 2944 211. 5 3062 3508 227.9 Manning's n Values Sta n Val Sta 536 .085 2200 Bank Sta: Left 2200 Right 2256 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) RS: 28690 num= 36 Elev Sta Elev Sta Elev Sta 221.1 952 218.6 1217 212.2 1334 211. 7 1784 213.8 1864 214 .3 1948 213.1 2200 213.7 2208 207.8 2219 205.1 2245 209.2 2256 213 2278 214. 4 2390 213.7 2467 214.2 2482 213.9 2667 213. 7 2764 212.8 2913 216.1 3130 219.4 3211 221.1 3359 num= 3 n Val Sta n Val .07 2256 .085 Lengths: Left Channel Right 540 Coeff Contr. .1 400 610 Profile #PF 1 216.34 0.07 216.28 0.001642 11500.00 2017.49 1. 71 14 .28 283783.0 465 .39 202.00 1. 48 0.47 0 .01 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 400.00 3967.01 3967.01 6408.51 1151. 84 1. 62 3.44 158141.4 1152. 00 0.35 0.57 1086.54 338.61 Channel 0.070 610 .00 551. 91 551. 91 2540.39 56.00 4. 60 9. 86 50594.2 61.50 1. 41 6 .50 280 .64 28 .10 Elev 208.6 213.7 202 214. 9 214.3 211. 8 224 .5 Expan. . 3 Channel 0.070 610.00 542 .59 542.59 1988.21 56.00 3.66 9.69 49062.6 61. 72 0.90 3.30 272. 98 27.32 Right OB 0.085 540.00 2195.23 2195 .23 3881. 22 767.78 1. 77 2.86 77298 .1 767.91 0.45 0.80 1239.41 424.48 Right OB 0.085 540.00 2229.89 2229.89 3103.28 809.66 1. 39 2.75 76579.0 809.85 0.28 0.39 1211. 98 414.70 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 28080 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 420 230 780 220 1230 210 1370 206 1490 210 2000 213.4 2100 212.8 2200 212.7 2300 212.1 2400 212.8 2416 200.9 2438 203.9 2444 208.5 2455 212 .3 2479 214. 6 2500 214 .2 2600 213 2700 213.7 2800 213.4 2900 213.1 3200 210 3410 220 3810 230 Manning's n Values Sta n Val 420 . 085 num= Sta n Val 2400 .07 3 Sta 2455 n Val .085 Bank Sta: Left 2400 Right 2455 Lengths: Left Channel Right 515 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 825 870 Profile #PF 1 215.86 0.03 215.83 0.000695 11500. 00 2354 .70 1. 22 14.93 436323.1 737 .11 200.90 1. 26 0.70 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.085 825.00 6167.17 6167.17 7519.90 1432. 30 1. 22 4.31 285313.6 1432.50 0.19 0.23 1040.01 326.75 Expan. .3 Channel 0 .070 870.00 556.59 556.59 1354.67 55.00 2.43 10.12 51397.8 61. 34 0.39 0.96 265.28 26.54 Right OB 0.085 515.00 2684. 02 2684.02 2625.43 867.41 0.98 3.09 99611. 6 867 .68 0.13 0.13 1181 . 52 404.31 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 27210 INPUT Description: Station Elevation Sta Elev 410 230 1189 210.6 1563 212.2 1706 212.6 1860 212.1 2046 204.3 2106 212.1 2275 213 2668 211. 4 Manning's n Values Sta n Val 410 . 085 Data Sta 708 1227 1642 1708 1870 2056 2134 2310 2977 num= Elev 222.1 210.8 212.3 212.3 212.1 201.7 213.4 213.2 210 num= Sta n Val 2034 .07 45 Sta 922 1288 1652 1819 1947 2063 2144 2392 3222 3 Sta 2106 Elev 217 .1 211 210.7 212.2 211. 9 200 213.4 213.1 215 n Val .085 Sta 1074 1307 1668 1829 1952 2087 2158 2509 3323 Bank Sta: Left 2034 Right 2106 Lengths: Left Channel Right 515 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) 825 870 Profile #PF 1 215.15 0.06 215.09 Element Wt . n-Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Elev 213.7 210.7 212.5 212.3 211. 9 205.1 213. 3 212.4 216.1 Sta 1178 1435 1691 1847 2034 2094 2231 2626 3690 Coeff Contr. .1 Left OB 0.085 825.00 3256.00 3256.00 4570.45 1022.19 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 0.001378 11500. 00 2218.56 1. 58 15.09 309816.1 689.16 200 .00 1. 64 0.90 0 .00 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1. 40 3.19 123130.5 1023.36 0.27 0.38 950.77 303.51 CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 26340 Elev 211 211.1 212.5 208.6 213.2 208.4 213.2 211. 7 225 Expan. . 3 Channel 0.070 870.00 714 .16 714 .16 2477.43 72. 00 3.47 9.92 66743.3 77.31 0.79 2.76 252.59 25.27 Right OB 0.085 515.00 3328.25 3328.25 4452.12 1124.37 1. 34 2.96 119942. 4 1124.46 0.25 0.34 1145.98 392 .53 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 400 230 800 220 1000 215.6 1038 214 1100 211. 3 1200 211. l 1300 212.2 1362 211. 8 1370 208 1376 211. 9 1400 211. 7 1500 211. 7 1508 211. 9 1522 204.4 1532 211. 5 1600 211. 6 1668 213.6 1685 200.6 1700 199.7 1710 199.1 1756 211. 9 1800 212.3 1900 212.9 2000 213.2 2400 210 3150 210 3570 220 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .08 1668 .065 1756 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1668 1756 1283.3 1850 1473.3 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 214. 25 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt. n-Val. 0.080 0.065 0.085 w.s. Elev (ft) 214 .18 Reach Len. (ft) 1283.30 1850.00 1473.30 Crit W.S. (ft) Flow Area (sq ft) 1597.13 877.74 4893.84 E.G. Slope (ft/ft) 0.001244 Area (sq ft) 1597.13 877.74 4893.84 Q Total (cfs) 11500.00 Flow (cfs) 1924.35 3134.51 6441.15 Top Width (ft) 2291.73 Top Width (ft) 634.24 88.00 1569.49 Vel Total (ft/s) 1. 56 Avg. Vel. (ft/s) 1. 20 3.57 1.32 Max Chl Dpth (ft) 15.08 Hydr. Depth (ft) 2.52 9.97 3.12 Conv. Total (cfs) 325994.1 Conv. (cfs) 54550.1 88854.8 182589.2 Length Wtd. (ft) 1536.76 Wetted Per. (ft) 640.50 94.19 1569.56 Min Ch El (ft) 199.10 Shear (lb/sq ft) 0.19 0 . 72 0.24 Alpha 1. 93 Stream Power (lb/ft s) 0.23 2.59 0.32 Frctn Loss (ft) 2.09 Cum Volume (acre-ft) 904.82 236 .69 1097.37 C & E Loss (ft) 0 .00 Cum SA (acres) 287.82 23 .68 376.61 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 24490 INPUT Description: Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev 400 226.7 839 217.3 910 215.9 1071 211. 7 108·4 209.5 1092 211.1 1137 208.1 1162 209.4 1168 209 1335 209.2 1387 209.5 1420 209.4 1471 209.4 1497 209.3 1505 209.3 1615 209.4 1631 204.4 1642 209.2 1760 210.2 1791 210.8 1807 199.3 1830 197 1842 200.4 1871 209.8 2012 210.3 2080 210.5 2110 210.6 2393 208.9 2497 208.5 2501 208.5 2811 208.4 3235 209.2 3607 216.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .08 1791 .065 1871 .085 Bank Sta: Left Right Lengths : Left Channel 1791 1871 1283.3 1850 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 212.16 Element Vel Head (ft) 0.09 Wt. n-Val. w.s. Elev (ft) 212.07 Reach Len. Crit W.S. (ft) Flow Area Sta 995 1100 1250 1455 1590 1675 1809 1914 2184 2602 Right 1473.3 (ft) (sq ft) E.G. Slope (ft/ft) 0.001502 Area (sq ft) Q Total (cfs) 11500. 00 Flow (cfs) Top Width (ft) 2314. 56 Top Width (ft) Vel Total (ft/s) 1. 65 Avg. Vel. (ft/s) Elev Sta Elev 214. 7 1058 212.3 210.9 1129 210.3 209 1278 208 .9 209.3 1464 207 209.3 1607 209.3 209.3 1716 209 .4 198.8 1820 197.8 210 1975 210 .1 210.3 2289 209.6 208.4 2706 208.5 Coef f Contr. Expan. .1 . 3 Left OB Channel Right OB 0.080 0.065 0.085 1283.30 1850 .00 1473.30 1998.76 799.31 4162.34 1998.76 799.31 4162.34 2812.60 3135.16 5552.24 728. 07 80.00 1506.48 1. 41 3.92 1. 33 Max Chl Dpth (ft) 15.07 Hydr. Depth (ft) 2.75 9.99 2.76 Conv. Total (cfs) 296746.8 Conv. (cfs) 72576.6 80899.9 143270.3 Length Wtd. (ft) 1514.43 Wetted Per. (ft) 731. 25 85.80 1506.52 Min Ch El (ft) 197 .00 Shear (lb/sq ft) 0.26 0.87 0. 26 Alpha 2.03 Stream Power (lb/ft s) 0.36 3.43 0.35 Frctn Loss (ft) 2.06 Cum Volume (acre-ft) 851.85 201. 08 944.22 C & E Loss (ft) 0.00 Cum SA (acres) 2 67. 7 5 20.11 324.59 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 22640 INPUT Description: Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta 400 223.3 878 214. 5 955 213.2 1047 1131 208.3 1145 204.4 1153 207.9 1162 1202 203.6 1230 207.3 1236 207.2 1325 1417 206.7 1475 206.8 1510 206.7 1549 1565 206.8 1594 206.8 1602 206.8 1695 1723 207 1740 204.5 1752 206.9 1787 1880 207.7 1914 208 1928 198.1 1931 1949 195 1960 197.9 1985 207.6 2027 2123 207.7 2190 207.8 2219 208 2292 2497 206.9 2599 206.9 2602 206.9 2701 2905 206.9 3321 208.5 3723 213.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .07 1914 .06 1985 .07 Bank Sta: Left Right Lengths: Left Channel Right 1914 1985 1283.3 1850 1473.3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 210.10 Element Vel Head (ft) 0.08 Wt. n-Val. w.s. Elev (ft) 210.02 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001236 Area (sq ft) Q Total (cfs) 11500.00 Flow (cfs) Top Width (ft) 2350.77 Top Width (ft) Vel Total (ft/s) 1. 70 Avg. Vel. (ft/s) Max Chl Dpth (ft) 15.02 Hydr. Depth (ft) Conv. Total (cfs) 327132 .1 Conv. (cfs) Length Wtd. (ft) 1490.02 Wetted Per. (ft) Min Ch El (ft) 195.00 Shear (lb/sq ft) Elev Sta 212.5 1116 207.9 1194 206.9 1355 206. 8 1558 206.8 1713 207 1833 197.1 1941 207.6 2088 208 2394 206.7 2803 Coe ff Contr. .1 Left OB 0.070 1283.30 2500.88 2500.88 3925 .49 816.63 1. 57 3.06 111665. 7 819 .78 0 .24 Alpha 1. Bl Stream Power (lb/ft s) 0.37 Fr ctn Loss (ft) 2.47 Cum Volume (acre-ft) 785.57 C & E Loss (ft) 0.01 Cum SA (acres) 245.00 Elev 209.1 207.7 206.8 205.6 206.9 207.2 195.9 207.6 207.4 207.1 Expan. . 3 Channel Right OB 0.060 0 .070 1850.00 1473.30 717. 48 3557.21 717.48 3557.21 2775.02 4799.48 71. 00 1463.14 3.87 1. 35 10 .11 2. 43 78939.0 136527.4 76.62 1463.16 0. 72 0.19 2.79 0.25 168.87 813.68 16.90 274.37 Warning: The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH : Reach-1 RS: 20790 INPUT Description: Station Elevation Data num= 31 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 400 220 1000 210.5 1100 210.3 1190 204.9 1205 199.3 1214 204.7 1258 205.2 1267 199.1 1297 205.2 1400 204.8 1500 204.2 1600 204.1 1700 204 .4 1800 204.4 1900 204.7 2000 205.2 2037 205.2 2052 195.5 2069 192.9 2078 195.5 2100 205.5 2200 205 2300 205.2 2400 205.7 2500 205.2 2600 204.9 2700 205.4 2800 205.1 2900 205.6 3000 205.3 3800 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .07 2037 .06 2100 .07 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2037 2100 575 605 575 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 207.62 Element Left OB Channel Right OB Vel Head (ft) 0.14 Wt. n-Val. 0 .070 0.060 0.070 w.s. Elev (ft) 207.48 Reach Len. (ft) 575.00 605.00 575.00 Crit W.S. (ft) 206.33 Flow Area (sq ft) 2655.89 606.03 2391.32 E.G. Slope (ft/ft) 0.002275 Area (sq ft) 2655. 89 606.03 2391.32 Q Total (cfs) 12300.00 Flow (cfs) 5552.22 3059.31 3688 .47 Top Width (ft) 2224.78 Top Width (ft) 890.06 63.00 1271. 71 Vel Total (ft/s) 2 .18 Avg. Vel. (ft/s) 2.09 5.05 1. 54 Max Chl Dpth (ft) 14 .58 Hydr. Depth (ft) 2.98 9.62 1. 88 Conv. Total (cfs) 257883.3 Conv. (cfs) 116408. 6 64141. 8 77333.0 Length Wtd. (ft) 581. 74 Wetted Per. (ft) 895 .14 68.59 1271. 73 Min Ch El (ft) 192 .90 Shear (lb/sq ft) 0.42 1. 25 0 .27 Alpha 1. 91 Stream Power (lb/ft s) 0.88 6.33 0.41 Frctn Loss (ft) 1. 38 Cum Volume (acre-ft) 709.61 140.77 713. 08 c & E Loss (ft) 0.00 Cum SA (acres) 219.86 14.06 228.12 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 20185 INPUT Description: Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta 540 220 636 214. 3 821 212.1 864 1238 206.6 1354 206.3 1459 203 .4 1476 1538 203.4 1548 200.4 1583 203.4 1698 1785 203.1 1819 202.9 1873 202.7 1936 2048 203.7 2052 203.7 2136 203.3 2168 2285 203.8 2312 204.2 2399 204.1 2401 2457 196.8 2460 195.8 2470 194.6 2478 2500 204.1 2590 203.2 2613 203.2 2726 2840 203.9 2850 203.9 2948 203.7 2953 3066 203.5 3127 203.6 3179 204 3293 3519 205.6 3933 208.7 4425 215 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 540 .07 2444 .055 2500 .07 Bank Sta: Left Right Lengths: Left Channel Right 2444 2500 575 605 575 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 206.24 Element Vel Head (ft) 0.13 Wt. n-Val. w.s. Elev (ft) 206.11 Reach Len. (ft) Crit W.S. (ft) 204.92 Flow Area (sq ft) E.G. Slope (ft/ft) 0.002483 Area (sq ft) Q Total (cfs) 12300.00 Flow (cfs) Top Width (ft) 2225.75 Top Width (ft) Vel Total (ft/s) 2.19 Avg. Vel . (ft/s) Max Chl Dpth (ft) 12.11 Hydr. Depth (ft) Conv. Total (cfs) 246818.4 Conv. (cfs) Length Wtd. (ft) 579.51 Wetted Per. (ft) Min Ch El (ft) 194.00 Shear (lb/sq ft) Elev Sta 210.8 908 200.6 1487 203 1703 202.7 1961 203.2 2224 204.1 2444 194 2484 203.5 2769 203.7 3037 204.4 3406 Coef f Contr. .1 Left OB 0.070 575.00 2993.23 2993.23 6231.41 1083.02 2.08 2.76 125042.8 1084.20 0.43 Alpha 1. 79 Stream Power (lb/ft s) 0.89 Fr ctn Loss (ft) 0.88 Cum Volume (acre-ft) 672. 32 C & E Loss (ft) 0.03 Cum SA (acres) 206.84 Elev 209.5 203.3 203 202.7 203 203.8 196. 4 203.6 203.6 205.2 Expan. . 3 Channel Right OB 0.055 0 .070 605.00 575.00 4 67. 60 2155.82 467.60 2155.82 2468.10 3600.49 56. 00 1086.73 5.28 1. 67 8.35 1. 98 49526.2 72249.4 60 .24 1086.74 1. 20 0.31 6.35 0.51 133.31 683.07 13.23 212.56 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS : 19560 INPUT Description: Station Elevation Sta Elev 660 220 2000 201.1 2500 202.2 2665 196.4 3200 201.9 4500 210 Manning's n Values Sta n Val 660 .07 Data Sta 790 2100 2600 2679 3300 5030 num= Elev 210 201 .6 201. 5 195.3 202.1 220 num= Sta n Val 2651 . 055 27 Sta 1000 2200 2700 2667 3400 3 Sta 2900 Elev 206 201. 2 203.6 195.1 202.1 n Val .07 Sta 1050 2300 2600 2900 3500 Elev 206 2 01.3 203 2 02 .6 2 02.2 Sta 1100 2400 2651 3000 3600 Bank Sta: Left 2651 Right 2900 Lengths: Left Channel Right 1300 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 1650 1650 Profile #PF 1 205.33 0.04 205.29 0 .001025 12300.00 2695.76 1. 45 10.19 364115.2 1541. 63 195.10 1. 30 1. 54 0 .00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.070 1650.00 5177.02 5177.02 7161.14 1763. 27 1. 36 2.90 223634.5 1763.35 0.19 0 .26 616.40 167.92 Elev 204 203.1 202.4 201.3 202 .1 Expan. .3 Channel 0.055 1650.00 379.09 379.09 1226. 55 49.00 3.24 7.74 36366.4 52.29 0. 46 1. 50 127.43 12.50 Right OB 0 .070 1300 . 00 2926.32 2926.32 3910.30 1063.49 1. 34 2.75 122114. 4 1063.51 0.16 0.24 649.51 196.36 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 640 214.6 1116 202.3 1600 199 .6 1973 199.4 2207 200.1 2456 199 2466 193.5 2759 200.3 3021 200.4 3440 202.7 3907 206.7 Manning's n Values Sta n Val 640 .07 RIVER: RIVER-1 RS: 17930 Data Sta 922 1144 1752 2047 2271 24 67 2497 2646 3069 3556 4024 num= Elev 206.2 201.3 199.6 199.4 199.6 194.3 200.5 200.2 200.5 204 206.2 num= Sta n Val 2456 .055 55 Sta 927 1153 1624 2055 2345 2472 2564 2655 3106 3673 4141 3 Sta 2497 Elev 206 .1 201 199.4 199.5 200.7 193.1 199.7 200.2 200.5 204.5 210.5 n Val .07 Bank Sta: Left 2456 Right 2497 Lengths: Left Channel 1650 1650 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev (ft) Element Vel Head (ft) Wt . n-Val. Sta 992 1296 1696 2122 2359 2477 2621 2934 3206 3790 4256 Right 1300 W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) 203.79 0.05 203.75 0.000972 Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Elev 205.2 200.5 199.7 200.5 200.6 192.6 199.7 200.3 201.3 205.7 212.6 Sta 1076 1446 1903 2196 2420 2462 2736 2972 3323 3695 4375 Coeff Contr. .1 Left OB 0.070 1650.00 4656.33 4656.33 Elev 203.7 201.1 199.6 200.2 199.6 192.2 200.3 200.3 202.5 206.6 214. 7 Expan . . 3 Channel 0.055 1650.00 343 .14 343.14 Right OB 0.070 1300.00 2652.01 2652.01 Q Total (cfs) 12300.00 Flow (cfs) 7431. 47 1161. 86 3706.67 Top Width (ft) 2458.15 Top Width (ft) 1382. 71 39.00 1036.44 Vel Total (ft/s) 1. 53 Avg. Vel. (ft/s) 1. 53 3 .39 1. 30 Max Chl Dpth (ft) 11. 55 Hydr. Depth (ft) 3.51 8.80 2.75 Conv. Total (cfs) 394487.8 Conv . (cfs) 238343.5 37263 .2 118881. 0 Length Wtd. (ft) 1544.34 Wetted Per. (ft) 1382.80 42.58 1036.47 Min Ch El (ft) 192.20 Shear (lb/sq ft) 0 .21 0 .49 0.17 Alpha 1. 29 Stream Power (lb/ft s) 0 .33 1. 66 0.22 Frctn Loss (ft) 1. 88 Cum Volume (acre-ft) 428.33 113. 75 563.26 C & E Loss (ft) 0.00 Cum SA (acres) 127.96 10.83 167.03 Warning : The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 16280 INPUT Description: Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta 1000 209.7 1057 206.3 1100 201. 3 1200 1400 199.4 1500 197.5 1600 197.8 1700 1900 198.2 2000 197.8 2065 195.7 2072 2081 190.2 2094 198.4 2200 198 2300 2500 198.5 2600 198.8 2700 199.5 2800 3000 201. 3 3100 201. 2 3200 202.5 3300 3500 205.9 3600 207 .7 3700 209.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 2065 .055 2094 .07 Bank Sta: Left Right Lengths: Left Channel Right 2065 2094 482.5 500 485 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 201.91 Element Vel Head (ft) 0.08 Wt. n-Val. w.s. Elev (ft) 201.83 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001577 Area (sq ft) Q Total (cfs) 12300.00 Flow (cfs) Top Width (ft) 2053 .17 Top Width (ft) Vel Total (ft/s) 1. 92 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.63 Hydr. Depth (ft) Conv. Total (cfs) 309727.7 Conv. (cfs) Length Wtd. (ft) 485.83 Wetted Per. (ft) Min Ch El (ft) 189.20 Shear (lb/sq ft) Elev Sta 198.1 1300 197.5 1800 190.4 2077 198.8 2400 200.8 2900 203.2 3400 Coe ff Con tr. .1 Left OB 0.070 482.50 3645.07 3645.07 7428.46 969.57 2.04 3.76 187056.8 969.73 0.37 Alpha 1.33 Stream Power (lb/ft s) 0.75 Frctn Loss (ft) 0.74 Cum Volume (acre-ft) 267.28 C & E Loss (ft) 0.00 Cum SA (acres) 83.41 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 15780 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta 1000 209 .8 1064 207 1112 203 1223 200.2 1335 1446 200.2 1558 198.3 1610 198.2 1670 198.3 1781 1846 197.9 1893 197.6 2005 197.4 2116 196.3 2189 2200 189.6 2200 188.1 2214 189.2 2236 196.3 2353 2463 197.1 2574 197 2685 197.4 2795 197.9 2906 3017 199.9 3127 199.6 3238 200.8 3314 200.9 3349 3459 202.4 3570 203.3 3681 204 .1 3791 206 .1 3902 4013 209.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2189 .05 2236 .065 Elev 197.7 197.6 189.2 198.3 200 203.7 Expan. .3 Channel Right OB 0 .055 0.070 500.00 485.00 268.07 2488.85 268.07 2488.85 1152. 59 3718. 95 29.00 1054.59 4.30 1. 49 9.24 2.36 29023.4 93647.4 33.42 1054.63 0.79 0.23 3. 40 0.35 102.18 483.56 9.55 135.83 Elev 199.4 197.9 194.3 196.3 198.7 201 207.9 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2189 2236 482.5 500 485 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 201.17 Element Left OB Channel Right OB Vel Head (ft) 0 .11 Wt. n-Val . 0 .065 0.050 0.065 w.s. Elev (ft) 201. 06 Reach Len. (ft) 482.50 500.00 485.00 Crit W.S. (ft) Flow Area (sq ft) 2787 .12 45 6. 68 3044 .19 E.G. Slope (ft/ft) 0.001471 Area (sq ft) 2787.12 45 6. 68 3044.19 Q Total (cfs) 12300.00 Flow (cfs) 4839.04 2255.54 5205.42 Top Width (ft) 2164.57 Top Width (ft) 1000.01 47.00 1117.56 Vel Total (ft/s) 1. 96 Avg. Vel. (ft/s) 1. 74 4. 94 1. 71 Max Chl Dpth (ft) 12.96 Hydr. Depth (ft) 2.79 9 . 72 2. 72 Conv. Total (cfs) 320723. 4 Conv. (cfs) 126178.2 58813.4 135731. 8 Length Wtd. (ft) 487.36 Wetted Per. (ft) 1000.08 50 .62 1117.58 Min Ch El (ft) 188.10 Shear (lb/sq ft) 0 .26 0.83 0.25 Alpha 1. 80 Stream Power (lb/ft s) 0 .44 4.09 0.43 Frctn Loss (ft) 0.59 Cum Volume (acre-ft) 231.66 98.02 452.76 C & E Loss (ft) 0.00 Cum SA (acres) 72. 50 9.11 123.73 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 15280 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 209.9 1070 207.6 1123 204.7 1246 202.2 1370 201.1 1493 201 1616 199.2 1673 198.8 1739 198.8 1863 198.4 1934 198.3 1986 197.7 2109 196.5 2232 194.9 2313 192.8 2328 188.7 2339 187.1 2348 188.2 2377 194.2 2506 194.5 2627 195.5 2748 195.7 2869 198.3 2991 197 3112 197.9 3233 199 3355 199.1 3476 200.3 3559 200.6 3597 200.8 3719 202.3 3840 203.4 3961 204.5 4082 206.4 4204 208.1 4325 209.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2313 .05 2377 .065 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2313 2377 482.5 500 485 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 200.57 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val. 0.065 0.050 0.065 w.s. Elev (ft) 200.47 Reach Len. (ft) 482.50 500.00 485.00 Crit W.S. (ft) Flow Area (sq ft) 2294 .11 668.01 3679.97 E.G. Slope (ft/ft) 0.001026 Area (sq ft) 2294 .11 668.01 3679.97 Q Total (cfs) 12300.00 Flow (cfs) 3437.43 2994.71 5867.85 Top Width (ft) 1992.37 Top Width (ft) 783.50 64.00 1144.87 Vel Total (ft/s) 1. 85 Avg. Vel. (ft/s) 1. 50 4.48 1.59 Max Chl Dpth (ft) 13.37 Hydr. Depth (ft) 2 .93 10.44 3.21 Conv. Total (cfs ) 384058.3 Conv. (cfs) 107331. 3 93507.7 183219.3 Length Wtd. (ft) 488.08 Wetted Per. (ft) 783.55 65.35 1144. 93 Min Ch El (ft) 187.10 Shear (lb/sq ft) 0.19 0.65 0.21 Alpha 1. 96 Stream Power (lb/ft s) 0.28 2 .93 0.33 Frctn Loss (ft) 0.33 Cum Volume (acre-ft) 203.52 91. 56 415.33 C & E Loss (ft) 0.01 Cum SA (acres) 62.62 8.47 111.14 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 209.9 1539 201. 9 RIVER: RIVER-1 RS: 14780 Data num= 36 Sta Elev Sta 1077 208.3 1135 1674 200 1737 Elev Sta Elev Sta Elev 206.3 1270 204.3 1405 202.8 199.4 1809 199.3 1944 198.8 2022 198.6 2079 197.7 2214 195 .7 2349 193.4 2436 191. 4 2456 187.9 2469 186.1 2481 187 .2 2519 192.1 2658 192.8 2790 193.8 2922 194 .4 3054 195.2 3186 196 .1 3318 197 3450 198.1 3582 198.7 3714 199.8 3805 200.3 3846 200.7 3978 202.2 4110 203.5 4242 204 .9 4374 206.6 4500 208 .2 4638 209.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2436 .05 2519 .065 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Con tr. Expan. 2436 2519 482.5 500 485 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 200.23 Element Left OB Channel Right OB Vel Head (ft) 0 .06 Wt . n-Val . 0.065 0.050 0.065 w.s. Elev (ft) 200.17 Reach Len. (ft) 482.50 500.00 485.00 Crit W.S. (ft) Flow Area (sq ft) 2376.69 943.92 5282.54 E.G. Slope (ft/ft) 0.000467 Area (sq ft) 2376.69 943.92 5282.54 Q Total (cfs) 12300.00 Flow (cfs) 2479.55 3046.23 6774 .22 Top Width (ft) 2120.36 Top Width (ft) 774.34 83.00 1263.01 Vel Total (ft/s) 1. 43 Avg. Vel. (ft/s) 1. 04 3.23 1.28 Max Chl Dpth (ft) 14. 07 Hydr. Depth (ft) 3.07 11. 37 4.18 Conv. Total (cfs) 569184.6 Conv. (cfs) 114741. 5 140964.7 313478.4 Length Wtd. (ft) 488.25 Wetted Per. (ft) 774.41 83.79 1263.04 Min Ch El (ft) 186.10 Shear (lb/sq ft) 0.09 0.33 0.12 Alpha 1. 81 Stream Power (lb/ft s) 0.09 1. 06 0.16 Frctn Loss (ft) 0.16 Cum Volume (acre-ft) 177.65 82.31 365. 4 3 c & E Loss (ft) 0 .01 Cum SA (acres) 53.99 7.63 97.73 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 14280 INPUT Description: Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 210 1800 200 2110 199 2560 190 2600 185 2660 190 4050 200 4950 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2560 .05 2660 .065 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2560 2660 300 375 450 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 200.07 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt. n-Val. 0 .065 0.050 0.065 w.s. Elev (ft) 200.03 Reach Len. (ft) 300.00 375.00 450.00 Crit W.S. (ft) Flow Area (sq ft) 2656.51 1253.48 6998.4 6 E.G. Slope (ft/ft) 0.000231 Area (sq ft) 2656.51 1253.48 6998.46 Q Total (cfs) 12300.00 Flow (cfs) 2120.97 3045.27 7133.76 Top Width (ft) 2255.92 Top Width (ft) 762.79 100.00 1393 . 13 Vel Total (ft/s) 1.13 Avg. Vel. (ft/s) 0.80 2.43 1. 02 Max Chl Dpth (ft) 15.03 Hydr. Depth (ft) 3.48 12 .53 5.02 Conv. Total (cfs) 809100.3 Conv. (cfs) 139518.5 200319.2 469262.7 Length Wtd. (ft) 423.20 Wetted Per. (ft) 762.88 100.52 1393.17 Min Ch El (ft) 185.00 Shear (lb/sq ft) 0 .05 0.18 0.07 Alpha 1. 71 Stream Power (lb/ft s) 0.04 0.44 0.07 Frctn Loss (ft) 0.11 Cum Volume (acre-ft) 149.77 69.70 297.06 c & E Loss (ft) 0.00 Cum SA (acres) 45.48 6.58 82 .95 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 13905 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201.4 1200 196.7 1239 194.6 1300 194.8 1335 199 1335 188.9 1335. 7 187.1 1336 .1 186.3 1337. 4 185.7 1339 185.4 1340.6 185.7 1341.9 186.3 1342.3 187.1 1343 188.9 1343 199 1400 198.1 1500 191. 8 1600 191. 4 1700 191. 6 1810 191. 9 1900 192.5 2000 193.1 2100 193.4 2200 193 2300 194.3 2400 194.8 2500 194.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1335 .05 1343 .06 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1335 1343 1 1 1 .3 . 3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1335 198.6 1343 4300 195 .4 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.96 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt. n-Val . 0.060 0.050 0.060 w.s. Elev (ft) 199.92 Reach Len . (ft) 1. 00 1. 00 1. 00 Crit W.S. (ft) 195.41 Flow Area (sq ft) 701. 96 109 .48 7863.09 E.G. Slope (ft/ft) 0.000301 Area (sq ft) 701. 96 109.48 7863 .09 Q Total (cfs) 12300 .00 Flow (cfs) 687.32 128.22 11484.46 Top Width (ft) 1465 .55 Top Width (ft) 203.62 8 .00 1253.93 Vel Total (ft/s) 1. 42 Avg. Vel. (ft/s) 0.98 1.17 1. 4 6 Max Chl Dpth (ft) 14 .52 Hydr . Depth (ft) 3.45 13.68 6.27 Conv. Total (cfs) 709073.1 Conv. (cfs) 39622.9 7391.7 662058.6 Length Wtd. (ft) 1. 00 Wetted Per. (ft) 204.00 31. 97 1254.31 Min Ch El (ft) 185.40 Shear (lb/sq ft) 0.06 0 .06 0.12 Alpha 1. 02 Stream Power (lb/ft s) 0.06 0.08 0 .17 Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 138.21 63.83 220.30 C & E Loss (ft) 0.05 Cum SA (acres) 42 .15 6.11 69.28 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections . Warning: The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 13904 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206 .1 1100 201.4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335 189 1335. 7 188 1336.1 187.2 1337.4 186.6 1339 186.3 1340.6 186.6 1341.9 187 1342 .3 188 1343 189.8 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 198.4 2200 197.9 2300 197.3 2400 198 .8 2500 198.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1339 .02 1400 .025 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan. 1339 1400 47 47 47 . 3 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.91 Element Left OB Channel Right OB Vel Head (ft) 0 .20 Wt . n-Val. 0.025 0.020 0.025 w.s . Elev (ft) 199.71 Reach Len. (ft) 47 .00 47.00 47 .00 Crit W.S. (ft) 198.37 Flow Area (sq ft) 316.32 116.29 3031. 09 E.G. Slope (ft/ft) 0.001077 Area (sq ft) 316.32 116.29 3031 .09 Q Total (cfs) 12300.00 Fl ow (cfs) 800.10 389.63 11110. 26 Top Width (ft) 1440.74 Top Width (ft) 202 .95 61. 00 1176.79 Vel Total (ft/s) 3 .55 Avg. Vel. (ft/s) 2.53 3.35 3. 67 Max Chl Dpth (ft) 13.41 Hydr. Depth (ft) 1. 56 1. 91 2.58 Conv. Total (cfs) 374759.6 Conv. (cfs) 24377.7 11871. 4 338510.4 Length Wtd. (ft) ; 47.00 Wetted Per. (ft) 214.24 72 .20 1176.86 Min Ch El (ft) 186 .30 Shear (lb/sq ft) 0.10 0.11 0.17 Alpha 1. 02 Stream Power (lb/ft s) 0.25 0.36 0.63 Frctn Loss (ft) Cum Volume (acre-ft) 138 .20 63 .83 220.17 C & E Loss (ft) Cum SA (acres) 42.15 6.11 69.25 CULVERT RIVER: RIVER-1 REACH: Reach-1 RS: 13880.5 INPUT Description: Bridge #1 Distance from Upstream XS 0 Deck/Roadway Width 47 Weir Coefficient 2 .6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 28 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 206.1 1100 201. 4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335.7 199 1336.1 199 1337.4 199 1339 199 1340.6 199 1341.9 199 1342.3 199 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195 .9 1900 196.5 2000 197.1 2100 197.4 2200 197 .9 2300 198.3 2400 198.8 2500 199.4 2600 200.1 4300 210 Upstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201. 4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335 189 1335.7 188 1336.1 187 .2 1337.4 186.6 1339 186.3 1340.6 186.6 1341. 9 187 1342 .3 188 1343 189.8 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 198.4 2200 197.9 2300 197.3 2400 198.8 2500 198.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1339 .02 1400 .025 Bank Sta: Left Right Coe ff Con tr. Expan. 1339 1400 .3 . 3 Downstream Deck/Roadway Coordinates num= 28 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 206.1 206.1 1100 201 201 1200 196.7 196.7 1239 198.6 198.6 1300 198.8 198.8 1335 199 188.9 1335.7 199 1336.1 199 1337.4 199 1339 199 1340.6 199 1341. 9 199 1342.3 199 1343 199 1400 198 .1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 197.4 2200 197.9 2300 198.3 2400 198.8 2500 199.4 2600 200.1 4300 210 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201. 4 1200 196.7 1239 198. 6 1300 198.8 1335 199 1335 188.9 1335. 7 187.1 1336.1 186 1337.4 185.7 1339 185.4 1340.6 185.7 1341. 9 186.3 1342.3 187.1 1343 188.9 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 198.4 2200 197.9 2300 197.3 2400 198.8 2500 198.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1335 .02 1343 .025 Bank Sta: Left 1335 Right 1343 Coeff Contr. . 3 Expan. .3 Upstream Embankment side slope Downstream Embankment side slope Maximum allowable submergence for weir flow Elevation at which weir flow begins 0 horiz. to 1.0 vertical 0 horiz. to 1.0 vertical .95 Energy head used in spillway design Spillway height used in design Weir crest shape Number of Culverts 1 Culvert Name Shape Rise Span Culvert #1 Circular 8 FHWA Chart # 2 -Corrugated Metal Pipe Culvert FHWA Scale # 2 -Mitered to conform to slope Solution Criteria = Highest U.S. EG Broad Crested Culvert Upstrm Dist Length n Value Entrance Loss Coef 0 47 .022 .6 Exit Loss Coef 1 Upstream Elevation 186.3 Centerline Station 1339 Downstream Elevation = 185.4 Centerline Station 1339 CULVERT OUTPUT Profile #PF 1 Culvert ID : Culvert #1 Culv Q (cfs) 0.01 Culv Vel In (ft/s) 0.00 # Barrels 1 Culv Vel Out (ft/s) 0.00 Q Barrel (cfs ) 0.01 Culv Inv El Up (ft) 186.30 E.G. us. (ft) 199.91 Culv Inv El Dn (ft) 185.40 w.s . us. (ft) 199.71 Culv Frctn Ls (ft) 0.00 Delta EG (ft) 0.00 Culv Ext Lss (ft) Delta WS (ft) 0.01 Culv Ent Lss (ft) 0.00 E.G. IC (ft) 199.86 Q Weir (cfs) 12831. 50 E.G. OC (ft) 199.91 Weir Sta Lft (ft) 1131. 79 Culvert Control Outlet Weir Sta Rgt (ft) 2572.27 Culv WS In (ft) 194.30 Weir Submerg 0 .92 Culv WS Out (ft) 193.40 Weir Max Depth (ft) 4.51 Culv Nml Depth (ft) Weir Avg Depth (ft) 2 . 40 Culv Crt Depth (ft) 0.02 Wr Flw Area (sq ft) 3460.41 Culv Ful Lngh (ft) 47.00 Min Top Rd (ft) 195.40 Warning: The weir flow over the road based on the minimum culvert energy (minimum culvert energy is computed by putting .01 cfs or .0003 ems flow through the culvert) is greater than the total flow. A weir/culvert solution cannot be calculated. It may be advisable to model the culvert as a bridge, or, if the culvert is very small compared to the total flow, to model the road as a normal cross section. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 206.1 1335 199 1339 185.4 1343 199 1800 195.9 2300 197.3 Manning's n Values Sta n Val 1000 .025 RIVER: RIVER-1 RS: 13857 Data num= 30 Sta Elev Sta 1100 201. 4 1200 1335 188.9 1335.7 1340 .6 185.7 1341. 9 1400 198.1 1500 1900 196.5 2000 2400 198.8 2500 num= 3 Sta n Val Sta 1335 .02 1343 Bank Sta: Left Right Lengths: Left 1335 1343 1 Elev Sta Elev Sta Elev 196.7 1239 198. 6 1300 198.8 187.1 1336.1 186 1337.4 185.7 186.3 1342.3 187.1 1343 188.9 195.8 1600 195.4 1700 195.6 197.1 2100 198.4 2200 197.9 198.4 2600 200 .1 4300 210 n Val .025 Channel Right Coe ff Contr. Expan. 1 1 . 3 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.91 Element Left OB Channel Right OB Vel Head (ft) 0.21 Wt. n-Val. 0.025 0.020 0.025 w.s. Elev (ft) 199.70 Reach Len. (ft) 1. 00 1. 00 1. 00 Crit W.S. (ft) Flow Area (sq ft) 264.51 107.93 3089.10 E.G. Slope (ft/ft) 0.001072 Area (sq ft) 2 64. 51 107.93 3089.10 Q Total (cfs) 12300.00 Flow (cfs) 622.57 588.75 11088. 68 Top Width (ft) 1440.23 Top Width (ft) 198.81 8.00 1233.42 Vel Total (ft/s) 3.55 Avg. Vel . (ft/s) 2.35 5. 4 6 3.59 Max Chl Dpth (ft) 14 .30 Hydr. Depth (ft) 1. 33 13.49 2.50 Conv. Total (cfs) 375587.6 Conv. (cfs) 19010.4 17977.9 338599.3 Length Wtd. (ft) 1. 00 Wetted Per. (ft) 198 .93 32.15 1233.49 Min Ch El (ft) 185.40 Shear (lb/sq ft) 0.09 0.22 0.17 Alpha 1. 06 Stream Power (lb/ft s) 0.21 1. 23 0.60 Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 137.88 63. 71 216 .87 C & E Loss (ft) 0.05 Cum SA (acres) 41. 93 6.08 67 .95 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 13856 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta 1000 206.1 1100 201 1200 196.7 1239 1335 199 1335 188.9 1335.7 187.1 1336.1 1339 185.4 1340.6 185.7 1341. 9 186.3 1342.3 1343 199 1400 198.1 1500 191. 8 1600 1800 191. 9 1900 192.5 2000 193.1 2100 2300 194.3 2400 194.8 2500 194.4 2600 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1335 .05 1343 .06 Bank Sta: Left Right Lengths: Left Channel Right 1335 1343 100 976 100 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1335 190.5 1343 4300 195.4 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.85 Element Vel Head (ft) 0.03 Wt. n-Val. w.s. Elev (ft) 199.82 Reach Len. (ft) Crit W.S. (ft) 195.41 Flow Area (sq ft) E.G. Slope (ft/ft) 0.000327 Area (sq ft) Q Total (cfs) 12300.00 Flow (cfs) Top Width (ft) 1467. 64 Top Width (ft) Vel Total (ft/s) 1. 45 Avg. Vel. (ft/s) Max Chl Dpth (ft) 14.42 Hydr. Depth (ft) Conv. Total (cfs) 680162.6 Conv. (cfs) Length Wtd. (ft) 228.35 Wetted Per. (ft) Min Ch El (ft) 185.40 Shear (lb/sq ft) Elev Sta 194.6 1300 186.3 1337.4 187.1 1343 191. 4 1700 193.4 2200 200.1 4300 Coe ff Contr. . 3 Left OB 0.060 100.00 728. 71 728. 71 752.72 207.55 1. 03 3.51 41623.6 208.04 0.07 Alpha 1. 02 Stream Power (lb/ft s) 0.07 Frctn Loss (ft) 0.13 Cum Volume (acre-ft) 137.87 C & E Loss (ft) 0.03 Cum SA (acres) 41. 93 Elev 194 185.7 188.9 191. 6 193.9 210 Expan. . 3 Channel Right OB 0.050 0.060 976.00 100.00 108 .64 7636. 88 108. 64 7636.88 131. 96 11415. 32 8.00 1252.08 1. 21 1. 49 13.58 6.10 7297. 3 631241.6 31.97 1252.45 0.07 0.12 0.08 0.19 63. 71 216.75 6.08 67.92 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. CROSS SECTION REACH: Reach-1 INPUT RIVER: RIVER-1 RS: 12880 Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 203.6 1100 199.4 1200 199 1243 199.7 1300 198.5 1400 195.4 1500 193.6 1600 194.8 1700 195.4 1800 195.3 1900 194.5 1929 192.7 1940 184 .9 1951 181. 9 1962 183.5 1971 194.6 2000 195.9 2100 194.7 2200 195.5 2300 196 2400 197.3 2500 197.8 2600 197.9 4320 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 1900 .05 1971 . 065 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan. 1900 1971 1550 2065 1250 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.69 Element Left OB Channel Right OB Vel Head (ft) 0.13 Wt. n-Val . 0.065 0.050 0.065 w.s . Elev (ft) 199 .56 Reach Len. (ft) 1550.00 2065.00 1250.00 Crit W.S. (ft) Flow Area (sq ft) 2710.37 749.17 2238.76 E.G. Slope (ft/ft) 0.001219 Area (sq ft) 2710. 37 749.17 2238.76 Q Total (cfs) 12300 .00 Flow (cfs) 5460.37 3472.29 3367.34 Top Width (ft) 1725 .14 Top Width (ft) 788.85 71. 00 865.28 Vel Total (ft/s) 2.16 Avg. Vel. (ft/s) 2.01 4.63 1. 50 Max Chl Dpth (ft) 17.66 Hydr. Depth (ft) 3.44 10.55 2.59 Conv. Total (cfs) 352306.3 Conv. (cfs) 156400.2 99456.0 96450.1 Length Wtd. (ft) 1565.77 Wetted Per. (ft) 788.95 79.35 865 .34 Min Ch El (ft) 181. 90 Shear (lb/sq ft) 0.2 6 0. 72 0.20 Alpha 1. 82 Stream Power (lb/ft s) 0.53 3.33 0.30 Frctn Loss (ft) 2.20 Cum Volume (acre-ft) 133.93 54.10 205.41 c & E Loss (ft) 0 .01 Cum SA (acres) 40.78 5.19 65. 49 Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 10815 INPUT Description: Station Elevation Data num= 56 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 204.5 1084 200.8 1123 200 1169 198.7 1205 198.1 1246 196.5 1253 196. 4 1337 194.8 1368 194.5 1422 193.4 1491 193.3 1506 193.4 1590 193.2 1608 193.1 1620 191. 6 1637 193.3 1675 193.5 1737 193.6 1759 193 1776 188.1 1778 187.9 1785 183 .8 1793 182.1 1803 183.5 1804 183.9 1814 193 1840 193.9 1862 193 .4 1931 192.8 1973 193 2023 193.2 2083 193.3 2119 193.3 2193 193.8 2206 193.6 2214 193.4 2232 191. 5 2252 193 .7 2297 194.2 2304 194.2 2388 192.2 2414 194.3 2523 195 2635 194.8 2745 195.6 2856 197.1 2966 197 .9 3077 198 .2 3187 198.6 3298 199.3 3408 199.9 3518 200.9 3629 201 .7 3739 202.4 3850 203.1 3960 203.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1759 .065 1814 .08 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1759 1814 1550 2065 1250 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 197.48 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val. 0 .070 0.065 0.080 w.s. Elev (ft) 197.39 Reach Len. (ft) ·1550. 00 2065.00 1250.00 Crit W.S. (ft) Flow Area (sq ft) 1819.57 580.19 3400.59 E.G. Slope (ft/ft) 0.001657 Area (sq ft) 1819.57 580.19 3400.59 Q Total (cfs) 11500.00 Flow (cfs) 3551. 36 2431. 80 5516.84 Top Width (ft) 1672. 20 Top Width (ft) 535.73 55 .00 1081.47 Vel Total (ft/s) 1. 98 Avg. Vel. (ft/s) 1. 95 4.19 1. 62 Max Chl Dpth (ft) 15.29 Hydr. Depth (ft) 3. 40 10.55 3.14 Conv. Total (cfs) 282527.1 Conv. (cfs) 87248 . 2 59743 .5 135535.4 Length Wtd. (ft) 1453. 44 Wetted Per. (ft) 535.96 60.69 1081. 84 Min Ch El (ft) 182 .10 Shear (lb/sq ft) 0 .35 0.99 0.33 Alpha 1. 57 Stream Power (lb/ft s) 0.69 4.14 0.53 Frctn Loss (ft) 2.21 Cum Volume (acre-ft) 53.33 22.59 124.50 C & E Loss (ft) 0.01 Cum SA (acres) 17.22 2.20 37.56 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous c ross section. This may indicate the need for additional cross sections . CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 8750 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta 1000 205.4 1100 200.8 1200 194.3 1300 1495 190 1505 187.9 1519 191. 2 1600 1626 183.3 1634 182.3 1643 183.6 1656 1800 190.9 1910 190.8 2000 190.4 2019 2053 189.8 2100 190.6 2200 190.5 2300 2500 190.5 2600 192.8 2700 193.4 2800 3000 193.8 3100 194.1 3200 195.3 3300 3500 197 3600 197.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1618 .065 1656 .08 Bank Sta: Left Right Lengths : Left Channel Right 1618 1656 ' 0 0 0 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 195.26 Element Vel Head (ft) 0.06 Wt. n-Val. w.s. Elev (ft) 195.20 Reach Len. (ft) Crit W.S. (ft) 192.43 Flow Area (sq ft) E.G. Slope (ft/ft) 0.001400 Area (sq ft) Q Total (cfs) 11500 . 00 Flow (cfs) Top Width (ft) 2005.97 Top Width (ft) Vel Total (ft/s) 1. 68 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.90 Hydr . Depth (ft) Conv . Total (cfs) 307351.1 Conv. (cfs) Length Wtd. (ft) Wetted Per. (ft) Min Ch El (ft) 182.30 Shear (lb/sq ft) Elev Sta 194.2 1400 192.4 1618 191. 3 1700 189.4 2035 191 2400 193.3 2900 195.9 3400 Coef f Contr. .1 Left OB 0.070 1177 .97 1177 .97 1824.36 431. 92 1. 55 2 .73 48758.1 432. 62 0.24 Alpha 1. 29 Stream Power (lb/ft s) 0.37 Frctn Loss (ft) Cum Volume (acre-ft) C & E Loss (ft) Cum SA (acres) SUMMARY OF MANNING'S N VALUES River:RIVER-1 Reach River Sta. nl n2 n3 Reach-1 62720 .07 .065 .075 Reach-1 61960 .07 .065 .075 Reach-1 61200 .07 .065 .075 Reach-1 59900 .07 .065 .07 Reach-1 58600 .07 .065 .07 Reach-1 57300 .085 . 065 .085 Reach-1 56000 .085 . 065 .085 Reach-1 54700 .085 . 065 .085 Reach-1 53400 .07 . 065 .075 Reach-1 52666 .085 . 065 .085 Reach-1 51932 .085 . 065 .085 Reach-1 51198 .085 .065 .085 Reach-1 50464 .085 .065 .085 Reach-1 49730 .085 . 065 .085 Elev 192 .1 191. 5 191.1 185.5 189.9 193.1 196.5 Expan . . 3 Channel Right OB 0.065 0 .080 372. 77 5276.59 372. 77 5276.59 1330 .75 8344 .89 38.00 1536.05 3.57 1. 58 9 .81 3 .44 35565.9 223027.2 43. 72 1537.11 0.75 0.30 2.66 0.47 Reach-1 49120 .085 .065 .085 Reach-1 48510 .085 .065 .085 Reach-1 47900 .06 .055 .09 Reach-1 46940 .06 .055 .09 Reach-1 45980 .06 .055 .09 Reach-1 45020 .06 .055 .09 Reach-1 43850 .075 .06 .09 Reach-1 42680 .05 .045 .05 Reach-1 42584 .015 .02 .015 Reach-1 42583 Bridge Reach-1 42540 .015 .02 .015 Reach-1 42539 .05 .045 .05 Reach-1 42440 .075 .055 .075 Reach-1 41710 .085 .07 .085 Reach-1 41088 .085 .07 .085 Reach-1 40466 .085 .07 .085 Reach-1 39844 .085 .07 .085 Reach-1 39222 .085 .07 .085 Reach-1 38600 .085 .07 .085 Reach-1 38434 .085 .07 .085 Reach-1 38268 .085 .07 .085 Reach-1 38012 .085 .07 .085 Reach-1 37936 .085 .07 .085 Reach-1 37770 .085 .07 .085 Reach-1 37604 .085 .07 .085 Reach-1 37438 .085 .07 .085 Reach-1 37272 .085 .07 .085 Reach-1 37106 .085 .07 .OB5 Reach-1 36940 .085 .07 .085 Reach-1 36774 .OB5 .07 .OB5 Reach-1 3660B .085 .07 .085 Reach-1 36442 .085 .07 .085 Reach-1 36276 .085 .07 .085 Reach-1 36110 .085 .07 .OB5 Reach-1 35944 .085 .07 .OB5 Reach-1 3577B .085 .07 .OB5 Reach-1 35612 .OB5 .07 .OB5 Reach-1 35446 .OB5 .07 .OB5 Reach-1 352BO .OB5 .07 .OB5 Reach-1 34200 .075 .07 .OB5 Reach-1 335B6 .075 .07 .OB5 Reach-1 32972 .075 .07 .OB5 Reach-1 32358 .075 .07 .OB5 Reach-1 31744 .075 .07 .OB5 Reach-1 31130 .075 .07 .OB5 Reach-1 30520 .OB5 .07 .OB5 Reach-1 29910 .OB5 .07 .OB5 Reach-1 29300 .OB5 .07 .OB5 Reach-1 2B690 .OB5 .07 .OB5 Reach-1 2BOBO .OB5 .07 .OB5 Reach-1 27210 .OB5 .07 .OB5 Reach-1 26340 .08 .065 .OB5 Reach-1 24490 .OB .065 .OB5 Reach-1 22640 .07 .06 .07 Reach-1 20790 .07 .06 .07 Reach-1 201B5 .07 .055 .07 Reach-1 195BO .07 .055 .07 Reach-1 17930 .07 .055 .07 Reach-1 162BO .07 .055 .07 Reach-1 15780 . 065 .05 .065 Reach-1 152BO .065 .05 . 065 Reach-1 147BO .065 .05 .065 Reach-1 142BO .065 .05 .065 Reach-1 13905 .06 .05 .06 Reach-1 13904 .025 .02 .025 Reach-1 13BB0.5 Culvert Reach-1 13B57 .025 .02 .025 Reach-1 13B56 .06 .05 .06 Reach-1 12BBO .065 .05 . 065 Reach-1 10Bl5 .07 .065 .OB Reach-1 B750 .07 . 065 .OB SUMMARY OF REACH LENGTHS River: RIVER-1 Reach River Sta. Left Channel Right Reach-1 62720 650 760 575 Reach-1 61960 650 760 575 Reach-1 61200 1050 1300 1083.3 Reach-1 59900 1050 1300 1083.3 Reach-1 58600 1050 1300 1083.3 Reach-1 57300 1050 1300 1083 Reach-1 56000 1050 1300 1083 Reach-1 54700 1050 1300 1083 Reach-1 53400 460 734 480 Reach-1 52666 460 734 480 Reach-1 51932 460 734 480 Reach-1 51198 460 734 480 Reach-1 50464 460 734 480 Reach-1 49730 266. 7 610 516 Reach-1 49120 266. 7 610 516.7 Reach-1 48510 266.7 610 516.7 Reach-1 47900 783.3 960 696.7 Reach-1 46940 783.3 960 696.7 Reach-1 45980 783.3 960 696.7 Reach-1 45020 900 1170 750 Reach-1 43850 900 1170 730 Reach-1 42680 96 96 96 Reach-1 42584 44 44 44 Reach-1 42583 Bridge Reach-1 42540 1 1 1 Reach-1 42539 99 99 99 Reach-1 42440 500 730 900 Reach-1 41710 600 622 560 Reach-1 41088 600 622 560 Reach-1 40466 600 622 560 Reach-1 39844 600 622 560 Reach-1 39222 600 622 560 Reach-1 38600 155 166 92.5 Reach-1 38434 155 166 92.5 Reach-1 38268 155 166 92.5 Reach-1 38012 155 166 92.5 Reach-1 37936 155 166 92.5 Reach-1 37770 155 166 92.5 Reach-1 37604 155 166 92.5 Reach-1 37438 155 166 92.5 Reach-1 37272 155 166 92.5 Reach-1 37106 155 166 92.5 Reach-1 36940 155 166 92.5 Reach-1 36774 155 166 92.5 Reach-1 36608 155 166 92.5 Reach-1 36442 155 166 92.5 Reach-1 36276 155 166 92.5 Reach-1 36110 155 166 92.5 Reach-1 35944 155 166 92.5 Reach-1 35778 155 166 92.5 Reach-1 35612 155 166 92.5 Reach-1 35446 155 166 92.5 Reach-1 35280 700 1080 1050 Reach-1 34200 570 614 520 Reach-1 33586 570 614 520 Reach-1 32972 570 614 520 Reach-1 32358 570 614 520 Reach-1 31744 570 614 520 Reach-1 31130 400 610 540 Reach-1 30520 400 610 540 Reach-1 29910 400 610 540 Reach-1 29300 400 610 540 Reach-1 28690 400 610 540 Reach-1 28080 825 870 515 Reach-1 27210 825 870 515 Reach-1 26340 1283.3 1850 1473.3 Reach-1 24490 1283.3 1850 1473.3 Reach-1 22640 1283.3 1850 1473.3 Reach-1 20790 575 605 575 Reach-1 20185 575 605 575 Reach-1 19580 1650 1650 1300 Reach-1 17930 1650 1650 1300 Reach-1 16280 482.5 500 485 Reach-1 15780 482.5 500 485 Reach-1 15280 482.5 500 485 Reach-1 14780 482.5 500 485 Reach-1 14280 300 375 450 Reach-1 13905 1 1 1 Reach-1 13904 47 47 47 Reach-1 13880. 5 Culvert Reach-1 13857 1 1 1 Reach-1 13856 100 976 100 Reach-1 12880 1550 2065 1250 Reach-1 10815 1550 2065 1250 Reach-1 8750 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: RIVER-1 Reach River Sta. Contr . Expan . Reach-1 62720 .1 .3 Reach-1 61960 .1 .3 Reach-1 61200 .1 .3 Reach-1 59900 .1 .3 Reach-1 58600 .1 .3 Reach-1 57300 .1 .3 Reach-1 56000 .1 .3 Reach-1 54700 .1 .3 Reach-1 53400 .1 . 3 Reach-1 52666 .1 .3 Reach-1 51932 .1 . 3 Reach-1 51198 .1 . 3 Reach-1 50464 .1 . 3 Reach-1 49730 .1 . 3 Reach-1 49120 .1 . 3 Reach-1 48510 .1 . 3 Reach-1 47900 .1 . 3 Reach-1 46940 .1 . 3 Reach-1 45980 .1 . 3 Reach-1 45020 .1 . 3 Reach-1 43850 .1 . 3 Reach-1 42680 . 4 . 6 Reach-1 42584 . 4 . 6 Reach-1 42583 Bridge Reach-1 42540 . 4 . 6 Reach-1 42539 . 4 . 6 Reach-1 42440 . 4 . 6 Reach-1 41710 .1 . 3 Reach-1 41088 .1 .3 Reach-1 40466 .1 . 3 Reach-1 39844 .1 .3 Reach-1 39222 .1 . 3 Reach-1 38600 .1 . 3 Reach-1 38434 .1 . 3 Reach-1 38268 .1 . 3 Reach-1 38012 .1 . 3 Reach-1 37936 .1 . 3 Reach-1 37770 .1 . 3 Reach-1 37604 .1 . 3 Reach-1 37438 .1 .3 Reach-1 37272 .1 . 3 Reach-1 37106 .1 . 3 Reach-1 36940 .1 . 3 Reach-1 36774 .1 . 3 Reach-1 36608 .1 . 3 Reach-1 36442 .1 . 3 Reach-1 36276 .1 . 3 Reach-1 36110 .1 . 3 Reach-1 35944 .1 . 3 Reach-1 35778 .1 . 3 Reach-1 35612 .1 .3 Reach-1 35446 .1 . 3 Reach-1 35280 .1 .3 Reach-1 34200 .1 .3 Reach-1 33586 .1 .3 Reach-1 32972 .1 .3 Reach-1 32358 .1 .3 Reach-1 31744 .1 . 3 Reach-1 31130 .1 . 3 Reach-1 30520 .1 . 3 Reach-1 29910 .1 . 3 Reach-1 29300 .1 . 3 Reach-1 28690 .1 . 3 Reach-1 28080 .1 . 3 Reach-1 27210 .1 . 3 Reach-1 26340 . 1 . 3 Reach-1 24490 .1 . 3 Reach-1 22640 .1 . 3 Reach-1 20790 .1 . 3 Reach-1 20185 .1 . 3 Reach-1 19580 .1 .3 Reach-1 17930 .1 . 3 Reach-1 16280 .1 . 3 Reach-1 15780 .1 . 3 Reach-1 15280 .1 . 3 Reach-1 14780 .1 .3 Reach-1 14280 .1 .3 Reach-1 13905 .3 . 3 Reach-1 13904 . 3 . 3 Reach-1 13880.5 Culvert Reach-1 13857 . 3 . 3 Reach-1 13856 . 3 . 3 Reach-1 12880 .1 . 3 Reach-1 10815 .1 . 3 Reach-1 8750 .1 .3 Profile Output Table -Standard Table 1 Reach River Sta Q Total Min Ch El w.s. Elev Crit w.s. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8750 11500.00 182.30 195.20 192.43 195.26 0.001400 3.57 6827.33 2005.97 0.20 Reach-1 10815 11500.00 182.10 197.39 197.48 0.001657 4.19 5800.35 1672. 20 0.23 Reach-1 12880 12300.00 181.90 199.56 199.69 0.001219 4. 63 5698.29 1725.14 0.25 Reach-1 13856 12300.00 185.40 199.82 195.41 199.85 0.000327 1.21 8474.22 1467. 64 0.06 Reach-1 13857 12300.00 185.40 199.70 199.91 0. 001072 5.46 34 61. 54 1440.23 0.26 Reach-1 13880.5 Culvert Reach-1 13904 12300.00 186.30 199.71 198.37 199.91 0.001077 3.35 3463.70 1440.74 0.43 Reach-1 13905 12300.00 185.40 199.92 195.41 199.96 0.000301 1.17 8674.53 1465.55 0.06 Reach-1 14280 12300.00 185.00 200.03 200.07 0.000231 2.43 10908.45 2255.92 0.12 Reach-1 14780 12300.00 186.10 200.17 200 .23 0.000467 3.23 8603.14 2120.36 0.17 Reach-1 15280 12300.00 187.10 200.47 200 .57 0.001026 4.48 6642.10 1992.37 0.24 Reach-1 15780 12300 .00 188.10 201. 06 201.17 0.001471 4.94 6287.98 2164.57 0.28 Reach-1 16280 12300.00 189.20 201.83 201.91 0.001577 4.30 6401. 98 2053.17 0.25 Reach-1 17930 12300.00 192.20 203.75 203.79 0. 000972 3.39 8053.48 2458.15 0.20 Reach-1 19580 12300.00 195.10 205.29 205.33 0 .001025 3.24 8484.43 2895.76 0.21 Reach-1 20185 12300.00 194.00 206.11 204.92 206.24 0.002483 5.28 5616.66 2225.75 0.32 Reach-1 20790 12300.00 192.90 207.48 206.33 207 .62 0.002275 5.05 5653.24 2224.78 0.29 Reach-1 22640 11500. 00 195.00 210.02 210.10 0.001236 3.87 6775.58 2350.77 0.21 Reach-1 24490 11500. 00 197.00 212.07 212 .16 0.001502 3.92 6960.42 2314 . 56 0.22 Reach-1 26340 11500. 00 199.10 214 .18 214 .25 0.001244 3.57 7368 . 72 2291.73 0.20 Reach-1 27210 11500.00 200.00 215 .09 215.15 0.001378 3.47 7298.41 2218.56 0.19 Reach-1 28080 11500. 00 200.90 215 .83 215.86 0.000695 2 .43 9407.77 2354.70 0.13 Reach-1 28690 11500.00 202.00 216.28 216.34 0.001642 3.66 6739. 49 2017.49 0.21 Reach-1 29300 11500.00 203 .00 217.22 217. 33 0.002521 4.60 5499.30 1726.59 0.26 Reach-1 29910 11500.00 204.10 218 .50 218.65 0 .002706 5 .03 4996.06 1483.21 0 .27 Reach-1 30520 11500 . 00 205.10 219.88 220.04 0.002605 5.08 4839.48 1343.92 0 .27 Reach-1 31130 7800 .00 206 .20 220.96 221 .02 0.001242 3.60 4702.75 1214.78 0.19 Reach-1 31744 7800.00 207.10 221. 86 222.12 0.003072 5.61 2632.61 771.76 0.29 Reach-1 32358 7800.00 208 .10 223.40 223 .59 0.002 183 4.80 2770.95 565.87 0.25 Reach-1 32972 7800.00 209.00 224.60 224.76 o. 001953 4.47 2881. 45 545.54 0.23 Reach-1 33586 7800.00 210.00 225.71 225.84 0.001892 4 .05 2966.14 540.81 0.22 Reach-1 34200 7800.00 210.90 226.70 226.82 0 .001632 3.94 3100.53 539.45 0.21 Reach-1 35280 7800.00 207.00 227.29 227 .33 0.000248 2.13 6127 .12 925.54 0.09 Reach-1 35446 7800.00 207.70 227.32 227 .37 0 .000300 2 .28 5793.58 941. 49 0.10 Reach-1 35612 7800.00 208.40 227.36 227 .42 0.000362 2.44 5457.22 940.21 0.11 Reach-1 35778 7800.00 209.00 227.41 227.48 0.000451 2.64 5095.55 943.31 0.12 Reach-1 35944 7800.00 209.70 227.48 227.56 0.000559 2.85 4768.64 946.33 0.13 Reach-1 36110 7800.00 210.40 227.56 227 .65 0.000693 3.08 4453.96 948.56 0.15 Reach-1 36276 7800.00 211.10 227.65 227 .77 0.000866 3.34 4161. 03 954.56 0.16 Reach-1 36442 7800.00 211. 80 227.78 227.91 0 .001079 3.63 3883.62 958.65 0.18 Reach-1 36608 7800.00 212.40 227.93 228 .08 0 .001300 3.85 3692.34 958.06 0.20 Reach-1 36774 7800.00 213.10 228.12 228 .29 0.001645 4.21 3426.63 962.73 0.22 Reach-1 36940 7800.00 213.80 228.36 228.55 0.001933 4.44 3287.25 966.48 0.24 Reach-1 37106 7800.00 214.50 228.63 228.85 0.002323 4.74 3132.72 974.93 0.26 Reach-1 37272 7800.00 215.20 228.96 229 .20 0. 002711 5.01 3010.17 985.48 0.28 Reac h -1 37438 7800.00 215.80 229.36 229 .57 0.002738 4.90 3116.89 1040.47 0.28 Reac h-1 37604 7800.00 216.50 229.74 229 .96 0.003130 5.13 3104.25 1105. 75 0.29 Reach-1 37770 7800.00 217.20 230.17 230.37 0.003208 5.09 3179.21 1143.00 0.30 Reach-1 37936 7800.00 217.90 230.60 230.79 0.003224 4.98 3275.02 1182. 80 0.29 Reach-1 38012 7800.00 218.60 231. 03 231.19 0.003315 4.92 3395.65 1271. 55 0.30 Reach-1 38268 7800.00 219.20 231. 45 231. 59 0.003173 4 .69 3474 .65 1239.16 0.29 Reach-1 38434 7800.00 219.90 231. 84 231 .96 0.003160 4.52 3556.02 1263.45 0.28 Reach-1 38600 7800.00 220.60 232.22 232 .33 0.003177 4.38 3625.98 1291. 23 0.28 Reac h-1 39222 7800.00 221 .70 233.87 233.97 0.002544 4.21 3952.74 1386.61 0.25 Reach-1 39844 7800.00 222.90 235.31 235.42 0.002421 4 .28 4096.98 1494 .11 0.2 5 Reach-1 40466 7800.00 224 .00 236.70 236.80 0.002291 4.31 4258.36 1618.25 0.25 Reach-1 41088 7800.00 225.20 238 .04 238.15 0.002259 4.35 4435.61 1802.14 0.25 Reach-1 41710 7800.00 226.30 239.38 239.48 0.002212 4.37 4664.75 2048.00 0.25 Reach-1 42440 8300.00 228.00 241.39 238.50 242 .41 0.005839 8.08 1027.62 1349.83 0.51 Reach-1 42539 8300.00 229.20 241.88 238.07 242.86 0 .003503 7.95 1044.68 123.83 0.48 Reach-1 42540 8300.00 229.20 241.90 238.17 242.87 0.000683 7.89 1051. 97 124.47 0.48 Reach-1 42583 Bridge Reach-1 42584 8300.00 229.20 242.16 238 .16 243.09 0.000645 7.74 1072.75 125.38 0.47 Reach-1 42680 8300.00 228.00 243.45 243.48 o. 000118 1. 64 8006.73 1615.61 0.09 Reach-1 43850 8300.00 229 .80 243.66 243.75 0 .001097 3.54 4461.77 1166.23 0.21 Reach-1 45020 8300.00 231 .60 244.95 245 .08 0. 001707 4.61 3398.25 1019.75 0.26 Reach-1 45980 8300.00 233.70 247.03 247.87 0. 007146 9.77 1460.54 376.90 0.55 Reach-1 46940 8300.00 235.90 250.74 251. 02 0.002260 6.27 2685.92 571.19 0.32 Reach-1 47900 8300.00 238.00 252.16 252.27 0. 001124 4.36 4098.40 749.71 0 .23 Reach-1 48510 8300.00 239.60 252.88 253.02 0.002050 4.92 3403.54 717.30 0.26 Reach-1 49120 8300.00 241.10 253.98 254.14 0. 002710 5.37 3125.81 708.10 0.29 Reach-1 49730 4500.00 242 .70 254.77 254 .79 0.000673 2 .51 4125.60 1204.45 0.14 Reach-1 50464 4500.00 244.10 255.33 255.45 0.002710 4.76 2318.89 902.52 0.28 Reach-1 51198 4500.00 245.50 257.01 257.21 0.003900 5.78 1934.46 800.26 0.33 Reach-1 51932 4500.00 246.80 259.12 259.34 0.003797 5.93 1950.29 857.41 0.33 Reach-1 52666 4500.00 248 .20 261.15 261. 36 0.003397 5.74 1987.56 825.54 0.31 Reach-1 53400 4500.00 249.60 2 62. 92 263 .11 0.002899 5.36 1863.57 780.12 0.29 Reach-1 54700 4900 .00 251. 70 2 65. 64 2 65. 76 0.001929 4.59 2657.14 930 .17 0.24 Reach-1 56000 4900.00 253.70 267. 68 267 .78 0.001672 4.30 2871.16 1003.13 0.22 Reach-1 57300 4900.00 255.80 2 69. 4 9 269.58 0.001555 4 .14 2910.57 949.41 0.22 Reach-1 58600 4900.00 257.90 271.12 271. 20 0.001352 3.81 2806.02 1005.66 0.20 Reach-1 59900 4900.00 259.90 272. 77 272 . 86 0.001659 4.13 2685. 64 1098.15 0.22 Reach-1 61200 4900.00 262.00 274.62 274 .70 0.001651 4.10 2946.56 1287.55 0.22 Reach-1 61960 2500.00 265.30 275.60 275 .64 0.001201 2.88 1804.69 713.53 0.18 Reach-1 62720 2500.00 268.50 276.72 276.80 0.003269 3.74 1252.80 576.19 0 .27 ERRORS WARNINGS AND NOTES Errors Warnings and Notes for Plan : Imported Pla River: RIVER-1 Reach: Reach-1 RS: 62720 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 61960 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . River: RIVER-1 Reach: Reach-1 RS: 61200 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 59900 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 58600 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 57300 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 56000 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 54700 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 53400 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 52666 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51932 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previou~ cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51198 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 50464 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 49120 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 47900 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 46940 Profile: PF 1 Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is l e s s than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater t han 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 45980 Profile: PF 1 warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is l ess than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 45020 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 43850 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 42680 Profile: PF 1 Warning:The velocity head has changed by more than 0 .5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 42584 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 42583 Profile: PF 1 Note: Yarnell answer is not valid if the water surface is above the low chord or if there is weir flow. The Yarnell answer has been disregarded. River: RIVER-1 Reach: Reach-1 RS: 42540 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyanc e) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 42440 Profile: PF 1 Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 41710 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft ~0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 41088 Profile: PF 1 Warning:The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 40466 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39844 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 39222 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 37438 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 35280 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . River: RIVER-1 Reach: Reach-1 RS: 33586 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32972 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 32358 Profile: PF 1 warning:The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 31744 Profile : PF 1 warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additi onal cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections . River: RIVER-1 Reach: Reach-1 RS: 30520 Profi le: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). betwee n the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 29910 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 28690 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is l e ss than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 28080 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conv eyance) is l ess than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 26340 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0 .3 m). between the current and p r evious cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 24490 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 22640 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previ ous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 20790 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 20185 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is l e ss than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 19580 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. Thi s may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 17930 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previ ous cross section. This may indicate the need for additional cross sec tions. River: RIVER-1 Reach: Reach-1 RS : 15280 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 13905 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyanc e) is less than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections. Warning:The parabolic search method failed to converge on critical depth. The program wi ll try the cross section slice/secant method to find critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: RIVER-1 Reach: Reach-1 RS: 13880.5 Profile: PF 1 Warning:The weir flow over the road based on the minimum culvert energy (minimum c ulver t energy is computed by putting .01 cfs or .0003 ems flow through the culvert) is greater than the total flow. A weir/culvert solution cannot be calculated. It may be advisable to model the culvert as a bridge, or, i f the culvert is very small compared to the total flow, to model River: RIVER-1 Reach: Reach-1 Warning:The conveyance ratio than 0.7 or greater than 1.4. the road as a normal cross section. RS: 13857 Profile: PF 1 (upstream conveyance divided by downstream conveyance ) i s less This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 13856 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is l ess than 0.7 or greater than 1.4. \ This may indicate the need for additional cross sections. Warning:The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. River: RIVER-1 Reach: Reach-1 RS: 12880 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 10815 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. HEC-RAS Plan: Imported Pia River: RIVER-1 Reach: Reach-1 195.41 1.21 8474.22 12300.00 185.40 199.70 199.91 0.001072 5.46 3461 .54 1440.23 0.26 Culvert 12300.00 186.30 199.71 196.37 199.91 0.001077 3.35 3463.70 1440.74 0.43 12300.00 165.40 199.92 195.41 199.96 0.000301 1.17 8674.53 1465.55 0.06 12300.00 165.00 200.03 200.07 0.000231 2.43 10908.45 2255.92 0.12 12300.00 186.10 200.17 200.23 0.000467 3.23 8603.14 2120.36 0.17 12300.00 167.10 200.47 200.57 0.001026 4.46 6642.10 1992.37 0.24 12300.00 166.10 201 .06 201.17 0.001471 4.94 6267.96 2164.57 0.26 12300.00 169.20 201 .63 201.91 0.001577 4.30 6401.96 2053.17 0.25 12300.00 I 192.20 203.75 203.79 0.000972 3.39 6053.46 2456.15 0.20 12300.00 195.10 205.29 205.33 0.001025 3.24 8484.43 2695.76 0.21 12300.00 194.00 206.11 204.92 206.24 0.002463 5.26 5616.66 2225.75 0.32 12300.00 192.90 207.46 206.33 207.62 0.002275 5.05 5653.24 2224.76 0.29 11500.00 195.00 210.02 210.10 0.001236 3.67 6775.56 2350.77 0.21 11500.00 197.00 212.07 212.16 0.001502 3.92 6960.42 2314.56 0.22 11500.00 199.10 214.16 214.25 0.001244 3.57 7368.72 2291.73 0.20 11500.00 200.00 215.09 215.15 0.001376 3.47 7296.41 2216.56 0.19 11500.00 200.90 215.63 215.86 0.000695 2.43 9407.77 2354.70 0.13 11500.00 202.00 216.26 216.34 0.001642 3.66 6739.49 2017.49 0.21 11500.00 203.00 217.22 217.33 0.002521 4.60 5499.30 1726.59 0.26 11500.00 204.10 216.50 216.65 0.002706 5.03 4996.06 1463.21 0.27 11500.00 205.10 219.66 220.04 0.002605 5.06 4639.46 1343.92 0.27 7600.00 206.20 220.96 221.02 0.001242 3.60 4702.75 1214.76 0.19 7600.00 207.10 221.86 222.12 0.003072 5.61 2632.61 771.76 0.29 7600.00 206.10 223.40 223.59 0.002163 4.60 2770.95 565.67 0.25 7600.00 209.00 224.60 224.76 0.001953 4.47 2661 .45 545.54 0.23 7600.00 210.00 225.71 225.84 0.001692 4.05 2966.14 540.61 0.22 7600.00 210.90 226.70 226.62 0.001632 3.94 3100.53 539.45 0.21 7600.00 207.00 227.29 227.33 0.000246 2.13 6127.12 925.54 0.09 7600.00 207.70 227.32 227.37 0.000300 2.26 5793.56 941.49 0.10 7600.00 208.40 227.36 227.42 0.000362 2.44 5457.22 940.21 0.11 7600.00 209.00 227.41 227.46 0.000451 2.64 5095.55 943.31 0.12 7600.00 209.70 227.46 227.56 0.000559 2.65 4766.64 946.33 0.13 7600.00 210.40 227.56 227.65 0.000693 3.06 4453.96 946.56 0.15 7600.00 211.10 227.65 227.77 0.000866 3.34 4161 .03 954.56 0.16 7600.00 211.60 227.76 227.91 0.001079 3.63 3663.62 956.65 0.16 7600.00 212.40 227.93 226.06 0.001300 3.65 3692.34 956.06 0.20 7600.00 213.10 226.12 226.29 0.001645 4.21 3426.63 962.73 0.22 7600.00 213.60 226.36 226.55 0.001933 4.44 3267.25 966.46 0.24 7600.00 214.50 226.63 226.85 0.002323 4.74 3132.72 974.93 0.26 7600.00 215.20 226.96 229.20 0.002711 5.01 3010.17 965.46 0.26 7600.00 215.60 229.36 229.57 0.002736 4.90 3116.69 1040.47 0.26 7600.00 216.50 229.74 229.96 0.003130 5.13 3104.25 1105.75 0.29 7600.00 217.20 230.17 230.37 0.003206 5.09 3179.21 1143.00 0.30 7600.00 217.90 230.60 230.79 0.003224 4.96 3275.02 1162.60 0.29 7600.00 216.60 231 .03 231.19 0.003315 4.92 3395.65 1271.55 0.30 7600.00 219.20 231 .45 231.59 0.003173 4.69 3474.65 1239.16 0.29 7600.00 219.90 231 .84 231.96 0.003160 4.52 3556.02 1263.45 0.26 7600.00 220.60 232.22 232.33 0.003177 4.36 3625.96 1291.23 0.26 7600.00 221.70 233.67 233.97 0.002544 4.21 3952.74 1386.61 0.25 7600.00 222.90 235.31 235.42 0.002421 4.26 4096.96 1494.11 0.25 7600.00 224.00 236.70 236.60 0.002291 4.31 4256.36 1616.25 0.25 7600.00 225.20 236.04 236.15 0.002259 4.35 4435.61 1602.14 0.25 7600.00 226.30 239.36 239.46 0.002212 4.37 4664.75 2046.00 0.25 6300.00 226.00 241.39 236.50 242.41 0.005639 6.06 1027.62 1349.63 0.51 6300.00 229.20 241.66 236.07 242.86 0.003503 7.95 1044.66 123.63 0.46 6300.00 229.20 241.90 236.17 242.67 0.000663 7.69 1051.97 124.47 0.46 Bridge 6300.00 229.20 242.16 236.16 243.09 0.000645 7.74 1072.75 125.36 0.47 6300.00 226.00 243.45 243.46 0.000116 1.64 6006.73 1615.61 0.09 6300.00 229.60 243.66 243.75 0.001097 3.54 4461.77 1166.23 0.21 6300.00 231.60 244.95 245.06 0.001707 4.61 3396.25 1019.75 0.26 6300.00 233.70 247.03 247.67 0.007146 9.77 1460.54 376.90 0.55 6300.00 235.90 250.74 251.02 0.002260 6.27 2665.92 571.19 0.32 6300.00 236.00 252.16 252.27 0.001124 4.36 4096.40 749.71 0.23 4500.00 242.70 254.77 254.79 0.000673 2.51 4125.60 1204.45 0.14 4500.00 244.10 255.33 255.45 0.002710 4.76 2318.89 902.52 0.28 4500.00 245.50 257.01 257.21 0.003900 5.78 1934.46 800.26 0.33 4500.00 246.80 259.12 259.34 0.003797 5.93 1950.29 857.41 0.33 4500.00 248.20 261.15 261.36 0.003397 5.74 1987.56 825.54 0.31 4500.00 249.60 262.92 263.11 0.002899 5.36 1863.57 780.12 0.29 4900.00 251.70 265.64 265.76 0.001929 4.59 2657.14 930.17 0.24 4900.00 253.70 267.68 267.78 0.001672 4.30 2871.16 1003.13 0.22 4900.00 255.80 269.49 269.58 0.001555 4.14 2910.57 949.41 0.22 4900.00 257.90 271.12 271.20 0.001352 3.81 2806.02 1005.66 0.20 4900.00 259.90 272.77 272.86 0.001659 4.13 2685.64 1098.15 0.22 4900.00 262.00 274.62 274.70 0.001651 4.10 2946.56 1287.55 0.22 2500.00 265.30 275.60 275.64 0.001201 2.88 1804.69 713.53 0.18 2500.00 268.50 276.72 276.80 0.003269 3.74 1252.80 576.19 0.27