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3338; Agua Hedionda & Calavera Creek Dredging; Flood Control; 1991-09-01
Floodplain Boundary and Floodway Delineation for Aqua Hedionda Creek Prepared for Regan Engineering and Manitou Engineering ENGINEERING DEPT. LIBRARY City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Prepared by Howard H. Chang Ph.D., P.E. September, 1991 FLOODPLAIN BOUNDARY AND FLOODWAY DELINEATION FOR AQUA HEDIONDA CREEK I. INTRODUCIlON A hydraulic study has been made for floodplain boundary and floodway delineation of Aqua Hedionda Creek in Carlsbad. The scope of the study covers Aqua Hedionda Creek from the eastern boundary of the Rancho Carlsbad Mobile Home Park (Rancho Carlsbad Drive) toward east for a total distance of about 1.5 miles. This study also considers the proposed bridge crossings at College Boulevard and an access road. A previous report for this study was submitted to the City of Carlsbad in August, 1988 and it was reviewed by Mr. Chuck Ruth for the City. On the basis of the review comments, certain roughness coefficients of the channel have been revised. In addition, the hydrology of the creek has since been updated (Chang, 1989). The newly established discharges for the 100-yr flood are used in this study; their values are tabulated below. Downstream of the confluence with Calavera Creek 9,850 ds Upstream of the confluence with Calavera Creek 8,080 cfs Upstream of the confluence of unnamed tributary at channel station 50+00: 7,810 cfs Previous floodplain studies for Aqua Hedionda Creek have been made by Rick Engineering and Manitou Engineering, respectively. The 1983 Rick Engineering study cgvers the creek from the coastal lagoon through Rancho Carlsbad Mobile Home Park and Rancho Carlsbad Golf Course. The 1984 Manitou Engineering study covers Aqua Hedionda Creek through Rancho Aqua Hedionda. These studies are floodplain studies for which the floodway was not delineated. One of the objectives of the present study is to delineate the floodway. The present study also extends previous studies in the upstream direction. Previous cross sections are used in this study but they are updated to reflect recent changes. Since the completion of the Rick Engineering study, the bridge at Rancho Carlsbad Drive bas been modified. The new configuration is used in this study. Roughness coefficients are also updated since there has been significant vegetation growth upstream of the golf course. a PROPOSED BRIDGE CROSSINGS hother objective of this hydraulic study is to provide the hydraulic geometries of the proposed bridge crossings at College Boulevard and the access road, respectively. Different bridge openings are considered for each case. From the hydraulic viewpoint, the opening must pass the 100-yr flood without back water effect on the upstream property. On the basis of this criterion, the hydraulic geometry so obtained for the College Boulevard bridge has the following features: Invert elevation of channel: 61 feet Bottom width of channel: 52 feet Side slope of channel: 2 to 1 Computed floodway level at upstream face of bridge: 75.0 feet Existing floodplain at upstream face without bridge: 75.1 feet The hydraulic geometry for the access road bridge has the following features: Invert elevation of channel: 72 feet Bottom width of channel: 88 feet Bridge alignment: 50 degree angle with flow direction Side slope of channel: 2 to 1 Computed floodway level at upstream face of bridge: 83.25 feet Existing floodplain at upstream face without bridge: 83.25 feet lII. METHOD OF S"DY This study has been made using the HEC-2 computer model developed by the U. S. Army Corps of Engineers. A topographic map showing the cross section locations is included in the report as an attachment. While the floodplain and floodway delineation is for the channel upstream of Rancho Carlsbad Drive, the hydraulic computation also covers the downstream creek for considerable distance. The water surface profile is under downstream control and the s g water surface is computed at the drop structure just 4 downstream of El Camino Real $ridge. The cross sections are numbered according to the channel stations measured in feet from the El Camino Real Bridge. At each cross section, the thalweg has the horizontal station of 2,000 feet. Roughness coefficient in term of Manning's n as selected are as follows: Main channel on Rancho Carlsbad property: 0.03 Overbank area of mobile home park 0.06 Overbank area of golf course: 0.035 Main channel upstream of Rancho Carkbad 0.06 Overbank area upstream of Rancho Carkbad: 0.035 In consideration of the proposed bridge crossings, the hydraulic study covers the stream channel in its existing conditions as well as the proposed conditions with the bridges in place, that is, Case 1. Existing conditions - Water-surface elevations for the floodplain are computed. Case 2. Proposed conditions - With the proposed bridges at College Boulevard and access road in place, water-surface elevations for the floodplain and floodwav are computed and the floodwav boundaw is delineated. ~ It will be shown that the proposed bridges will not increase the water surface elevation on the upstream property. ~~ ~ ~ Ineffective flow areas in the floodplain are specified using the ET records. The flood hydraulics for the floodplain was computed first. Then, the floodway boundary was determined in accordance with the Federal Emergency Management Agency (FEMA) criteria. The floodway encroachment does not raise the flood level by more than one foot. Generally, the encroachment is applied to overbank areas. Consideration is also given to .- maintain a fair degree of uniformity in the plan geometry of the floodway. A narrower width for the floodway is selected at the future bridge crossings. IV. RESULTS OF STUDY 3 Input and output listings of HEC-2 computations are submitted with the report. The floodplain and floodway boundaries are marked directly on the topographic map. Floodway elevations are marked along the cross section lines. The plotted results include the cross- section profiles, channel-bed profile, and water-surface profiles for the floodplain and floodway. The computed results are similar to previous studies, differences in the flood level are primarily due to the updated flood discharges, bridge crossings, and increases in roughness due to vegetation growth. The computed water-surface elevations for the floodplain for the existing and proposed conditions are tabulated below for comparison. Smion Na 31.160 31.940 33.140 34.960 36.160 38.080 39550 41.050 42.600 45.200 47.080 49.480 51.830 53.030 55.080 59330 61.880 63.230 Duted Water Surface F.lev- .. . mine Condlhons Proposed .. .. 59.56 5956 59.55 59.55 60.52 60.52 61.17 61.17 62.11 62.11 62.37 62.37 64.90 64.90 66.42 66.42 66.72 66.72 69.12 69.12 70.39 70.39 72.74 72.74 74.80 74.30 'Downstream face of bridge 75.20 74.45 Upstream face of bridge 75.84 75.84 78.97 78.97 79.34 79.34 80.72 80.73 4 64.430 81.36 80.85 Downstream face of bridge 64.630 82.5 1 64.880 83.25 Upstream face of bridge 66.190 84.16 84.15 67.690 85.95 85.95 70.140 88.63 88.73 74.740 91.80 91.79 77.690 95.54 95.48 This comparison shows that each proposed bridge has no effect on the downstream water surface elevation. The water-surface elevation at the bridge crossing is generally reduced by the bridge. The floodway data table based on the computed results is given below: """_ FLOODWAY ------- WATER SURFACE ELEVATION STATION 30.500 31.160 31.940 33.140 34.960 36.160 38.080 39.550 41.050 42.600 45.200 47.080 49.480 51.830 53.030 55. oao 59.330 61.880 63.230 64.430 64.880 WIDTH 179. 166. 195. 193. 190. 248. 245. 210. 223. 221. 211. 220. 220. 108 * 109. 170. 200. 130. 125. 107. 112. SECTION AREA 929. 818. 834. 971. 973. 1295. 1129. 816. 1324. 1008. 922. 980. 841. 1131. 1143. 133. 1382. 945. 976. 858. 992. MEAN WITH WITHOUT DIFFERENCE VELOCITY FLOODWAY FLOODWAY 8.7 9.9 9.7 8.3 8.3 6.2 7.2 9.2 6.1 5.0 8.8 8.2 9.6 6.9 6.8 10.7 5.7 8.3 8.0 9.1 1.9 5 58.4 58.4 58.3 59.6 60.2 59.6 61.4 60.5 62.2 61.2 63.0 62.1 63.2 62.4 65.0 64.9 67.1 66.4 67.4 66.7 69.5 69.1 70.8 70.4 72.9 72.7 75.1 74.3 15.2 74.4 75.9 15.8 79.7 79.0 80.2 79.3 81.2 80.7 81.8 80.8 83.3 83.3 .o -1.3 .6 .9 1.0 .9 .8 .1 .l .l .4 .4 .2 .8 .a .1 .7 .9 .5 1.0 .o .- 66.190 67.690 70.140 74.740 17.690 79.290 80.990 83.140 84.840 86.840 88.590 90.190 92.190 94.040 95.540 97.240 98.990 100.740 102.740 104.740 - 160. 160. 185. 160. 150. 130. 245. 230. 150. 180. 200. 126. 154. 140. 135. 130. 110. 140. 159. 114. 672. 1050. 981. 932. 765. 854. 764. 1129. 762. 711. 1846. 946. 1812. 1008. 814. 128. 142. 1065. 1134. 1148. 11.6 7.4 8.0 8.4 10.2 9.1 10.2 6.9 10.2 11.0 4.2 8.3 4.3 7.7 9.6 10.7 10.5 7.3 6.9 6.8 83.7 86.9 89.1 92.9 95.2 97.3 102.4 106.3 107.5 113.0 115.2 115.1 116.5 116.5 117.4 119.1 121.6 124.1 125.0 126.0 84.2 85.9 88.7 91.9 95.5 97.3 102.4 105.8 101.2 113.0 114.9 114.7 116.2 116.2 116.6 119.4 121.1 124.1 125.0 125.9 -.5 1.0 .4 1.0 -.3 .o .o .5 .3 .o .3 .4 .3 .3 .8 -.3 .5 .o .o .1 - This floodway data table shows that the floodway as delineated has a flood level no more ~- than 1 foot higher than the floodplain level. - REFERENCE - Chang, Howard H. , "Hydrological Study for Northeastern Carlsbad Basins of Calavera Lake Creek and Aqua Hedionda Creek, July, 1989. 6 .................. i ................... ................... 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U.S. ARMY CORPS OF ENGINEERS mmtMmmmm+.." HYDROLOGIC ENGINEERING CENTER 609 SECOWD STREET, SUITE D . DAVIS, CALIFORNIA 95616-5687 . (916) 756-1104 . "-.-..." . THIS RUN EXEWTED 5SEP91 15:01:43 11 TZ AU WEDIOUDA CREEK, CARLSBAD CROSS ECIIONS ARE LOOKING UPSTREM CROSS SECTIONS ARE LOOKING UPSTREM, YlTH TWALHG AT STATION 2000 13 100-YR FLOCOPLAIN, YITH COLLEGE BLVD. BRIDGE AND ACCESS RWD IN PLACE Jl ICHECK INP NINV IDlR STRT METRIC HVINS a USEL FP - - 2 -1 40.0 JZ WROF IPLOT PRFVS XMCV XMCH FN ALWC IBU CWNIM ITRACE - D.01 -1 J3 VARIABLE mDES FOR SUlURY PRINTCUT - 1w 150 200 01 2.0 9850 9850 5000 - YC ET x1 GR GR ET s0 x1 n ET x1 GR GR 01 ET x1 GR GR GR ET x1 GR GR GR GR x1 ET GR GR GR GR x1 ET GR OR GR GR GR ET x1 GR GR 6R GR GR x1 ET GR GR GR GR GR ET x1 GR GR GR GR GR n x1 GR 6R GR 0.06 0.06 0.03 0.3 0.5 9.1 9.1 0.01 8 44.0 1900 1950 2050 38.0 31.0 1950 2035 38.0 2050 DOWSTREM FACE OF EL WINO REAL MIOGE 1.05 1.8 3.0 150 9.1 UPDTIElll FACE OF EL WIY) REAL MIDGE 1.10 2.80 40.0 32.0 3 5.00 43.0 31 .O 43.3 6.21 44.0 32.0 44.0 45.0 7.56 32.3 44.0 44.7 45.5 9.15 46.0 44.0 36.0 45.1 45.8 12.20 46.0 35.5 46.8 46.6 47.0 14.65 48.0 48.0 40.0 47.2 49.4 17.19 49.4 49.4 40.0 48.5 50.0 19.113 48.0 50.0 46.0 9.1 9 1935 zoop 8080 9.1 1947 12 MOO 2173 9.1 17 1868 2003 2198 2474 9.1 19 1760 2000 2145 2497 9.1 22 1637 2022 1960 2493 2300 9.1 1507 22 2000 1847 2260 2463 9.1 25 1457 2092 1979 2590 9.1 1226 24 1644 1964 2107 2443 9.1 26 1185 1591 1953 in9 1 9.1 40.0 1960 34.0 8080 1963 9.1 42.0 44.0 32.0 9.1 1973 44.0 34.0 44.3 43.9 9.1 1968 44.3 34.0 44.0 49.5 9.1 1960 46.0 36.0 42.0 45.2 44.5 1949 9.1 46.8 46.0 56.0 46.4 46.7 9.1 48.7 1972 47.0 38.0 48.0 48.0 9.1 1951 49.5 48.7 38.0 49.1 54.0 1953 9.1 48.0 50.0 40.0 42.6 2036 1960 2024 4700 2032 zow 1963 2264 2056 2ou1 1966 2285 2531 2053 2007 1827 2497 2235 2045 1976 2045 2391 2552 1703 2032 1559 1942 2009 2327 2525 zwz 1508 1826 2152 1989 2473 2054 1297 1973 1736 2161 2443 2053 1244 1649 1966 31 .O 44.0 m 110 44 190 34.0 40.0 36.0 230 34.0 125 42.0 42.0 44.6 145 44.7 36.0 44.5 45.5 46.0 165 34.0 44.0 45.5 305 47.6 44.0 44.0 46.9 49.3 245 46.0 48.8 36.0 52.0 49.5 254 48.0 37.0 49.5 50.0 262 50.0 48.0 38.0 1%5 2100 4 110 160 2036 wn 190 2032 1977 1973 113 20% 2373 1 20 2035 1895 23011 2499 145 1770 2052 1996 2441 1612 302 2032 1949 2394 1559 245 1894 2000 2213 2475 1369 254 2000 1828 2245 2444 1306 266 1748 1973 2 29.5 1020 110 1m 32.0 42.0 220 34.0 42.0 121 32.0 44.0 45.0 137 44.0 45.0 42.0 44.4 46.0 157 33.4 44.5 45.8 305 47.3 38.0 46.0 47.0 49.2 245 45.3 38.0 48.0 48.0 49.5 254 46.0 38.0 50.0 50.0 49.3 264 48.0 37.6 2000 2 2060 1992 2049 1984 2078 1996 2473 2053 1968 2560 u82 1837 2000 2131 2492 1690 2107 1961 2462 1941 1619 2254 2042 2476 1460 1914 2022 2329 2506 1401 2000 1845 1950 30.0 29.5 1950 1935 31.5 -2.5 1960 32.0 42.7 1966 31.5 43.6 49.0 1920 36.0 44.0 45.2 1920 45.0 34.0 45.0 49.8 1wo 47.1 36.0 48.0 51.0 1830 49.0 44.0 46.0 48.7 48.0 1800 49.4 46.0 48.0 50.0 1800 48.7 46.6 38.0 2050 2015 29.5 2050 2odo 2000 2050 19% zoaz 2078 2000 2161 2473 2100 2088 1992 2439 2100 2005 1898 2210 2492 2100 1768 2176 1970 2462 2100 1679 1972 2062 2322 2541 1552 2054 1951 2386 14% 2028 1931 OR OR 011 ET x1 x3 OR OR OR OR OR GR El x1 OR OR OR OR OR OR 40.0 51.3 52.0 2038 2333 2495 48.0 51.7 2053 2383 50.0 52.0 2106 2434 50.4 56.0 2181 2434 50.9 52.0 2257 2435 1800 9.1 29 1951 9.1 50.0 48.0 48.0 39.0 168 21.51 48.7 50.0 47.1 38.3 54.0 51.0 2054 1937 1172 1573 150 185 2163 1269 1657 1951 . " 49.3 1435 1801 2096 1970 2469 1076 1504 I861 50.0 47.7 46.0 50.0 47.5 40.0 1366 17L1 ~~ ~~ 47.3 39.0 50.0 52.5 1964 2054 2389 .. ~. 1937 2029 2231 2504 2163 zooo 2504 . .~ 40.0 52.2 54.0 2038 2310 2505 48.0 54.6 52.3 " . . 58.0 52.0 9.1 1955 2574 9.1 28 1040 1810 1437 zooo 2256 2591 22.81 LQ.0 50.0 2060 1138 1695 49.8 127 48.0 48.0 50.0 54.0 56.5 1236 137 1553 1925 49.7 130 48.0 46.0 51.0 55.0 1335 1636 2122 1955 2498 49.3 48.0 1386 1965 1724 2591 2184 49.9 48.5 48.0 40.0 54.6 56.0 9.1 48.0 38.7 60.0 53.3 .. ._ . .. . 1M7 2037 2328 2592 40.0 52.0 56.0 2060 2405 . . " ma 1950 52.0 ET x1 OR 9.1 36 1212 797 1541 1887 2000 21M 2548 2752 25.41 52.0 ." 1952 52.0 51.3 56.0 2075 880 1292 1607 52.0 265 50.7 57.5 50.0 42.0 56.0 56.0 253 260 1129 1512 1836 2140 1979 2691 2468 w3 1373 1687 2UO 1952 ". 52.0 50.0 42.0 56.0 54.0 " . 1046 1454 1785 2075 2387 2690 1970 ".~ 52.0 53.0 40.0 55.4 OR GR 52.0 54.0 50.0 39.8 56.0 56.0 52.4 50.0 40.0 56.0 56.0 lB99 " . . 2307 2690 56.0 56.0 OR x1 ET OR OR OR OR OR OR OR OR ET x1 OR OR OR OR GR OR OR OR x1 ET OR 011 OR OR CR GR OR ET x1 61 OR OR 6R OR GR 011 rn 1920 51.5 9.1 9.1 1972 52.0 53.3 50.4 42.0 54.0 60.0 56.0 48 45 25.86 52.0 50.9 64.0 54.7 42.0 56.6 56.0 57.8 ." 873 36 1326 1667 1985 2053 w7 1411 1761 52 1241 1573 2005 1972 2226 2640 2703 52;; 52.2 52.0 40.0 lOC5 1465 1855 1994 52.0 54.0 52.0 39.9 1157 1520 2000 1953 2175 . .. . . . .. 56.0 50.0 40.0 57.2 56.0 56.0 1992 2m3 2021 56.0 56.0 56.0 2125 2495 2702 56.6 60.0 56.0 "_ . 2324 2701 2761 "" 2423 2701 2567 2m2 9.1 39 1010 800 1310 1 936 1666 2020 2289 2718 9.1 36 305 1200 1958 9.1 54.7 56.0 54.0 54.0 56.0 46.0 57.0 62.0 1920 54.0 54.0 54.0 58.0 42.5 58.0 56.0 2100 1005 91 0 125 130 27.16 55.3 54.0 54.0 54.0 2045 54.0 135 54.0 56.0 53.2 46.0 56.0 57.0 58.0 " .. 855 1078 1367 1742 5373 54.0 52.3 56.0 975 1082 1462 1778 1979 . .. 1158 1538 1878 1 988 ." 1234 1590 1919 2000 ~ ~ .~ 58.0 44.0 57.0 58.0 2029 1958 2371 2718 44.0 58.0 56.5 58.0 2045 2453 2719 2120 2763 2552 2195 2651 1956 9.1 1920 56.0 56.0 58.0 44.0 58.0 55.6 60.0 2100 1120 1559 1912 2007 2190 261 5 2722 28.04 56.0 54.7 2048 a62 1280 56.0 91 56.0 44.0 56.0 56.0 56.6 60.0 ma 1373 960 1803 1993 2066 2464 2R1 56.0 M 56.0 1040 1466 1885 2000 2109 2560 2721 55.3 56.0 56.0 46.0 54.0 57.1 58.0 "" 56.0 58.0 46.0 57.7 55.2 56.0 43.0 58.0 56.0 64.0 .~~~ 1640 1956 2029 2280 1722 1983 2048 2373 2713 2670 2795 9.1 59.0 9.1 1920. 59.6 58.0 44.0 58.0 58.0 58.0 61 .O 2100 29.18 58.3 59.3 58.0 ." 36 1245 818 1953 59.2 59.1 58.0 ." 2051 1326 910 1737 121 107 59.8 114 58.0 43.9 58.0 60.0 58.5 58.0 ._ . 1083 1450 2000 1931 2460 2703 2070 1164 1545 1953 1003 1388 1834 2051 1993 1973 1640 2023 2240 2605 48.0 46.0 46.0 48.0 1980 2033 44.0 56.8 56.0 61 .O 2003 2155 58.0 57.4 65.0 ~~~ "" 2326 2663 ". . 2373 2703 58.0 59.0 58.0 60.0 2548 2704 3 GR ET x1 GR GR GR GR CR 6R ET ts x1 x2 BT a BT BT BT BT BT BT BT BT IF ET x1 OR GR GR GR GR GR ET x1 GR OR 6R GR GR GR ET x1 GR GR GR GR 6R GR ET x1 6R GR 6R Ell 6R 6R ET x1 GR 6R GR GR GR CR ET x1 60.5 a03 9.1 9.1 30.12 26 1963 2043 100 WSTREN~-FACE OF uwcno CARLEUD MIDGE m 60 1542 600 60 60 755 1818 58 46 1904.j 46 58 1996 45 46 2009 45 2009.1 46 2022.1 46 56 2043 61 2798 58 30.50 -26 .a5 31.16 58.9 60.0 58.4 48.0 58.0 70.0 31.94 57.1 70.0 58.4 58.0 58.0 59.0 33.14 70.0 57.1 58.5 58.0 58.0 60.0 34.w 57.1 60.0 58.0 52.0 60.0 m.o 36.16 57.0 60.2 54.0 52.0 75.0 m.o 38.08 1179 600 1818 1444 1996.1 2009 2009.9 2043 2270 .035 9.1 29 686 1002 1416 2020 1846 2388 9.1 28 1059 735 1531 2043 2457 9.1 778 27 1098 1560 1973 2048 2493 9.1 043 27 1610 1159 201 1 1953 2365 9.1 26 1215 895 1610 1972 2020 2237 9.1 22 1970 1 60 60 58 58 58 58 58 60 .030 1963 7.1 60.0 65.0 59.7 58.0 59.0 56.0 7.1 60.0 57.5 48.0 58.5 60.0 57.0 1973 7.1 57.5 60.0 58.7 50.0 58.4 75.0 7.1 1935 57.5 50.0 60.0 75.0 7.1 60.0 1958 58.0 52.0 60.3 60.0 m 1970 60.0 60.0 1960 7.1 1919 56 0 46 46 56 56 56 2033 9.1 1094 746 1508 1913 2480 2033 2023 9.1 1159 803 1621 2137 lppo 2532 2026 9.1 1185 858 1657 2137 1986 2528 2025 9.1 1236 923 1709 2025 1976 241 0 2052 9.1 1280 985 1693 2052 1 988 9.1 2035 1.2 1.50 3 38 9.1 7.1 UPITREIll FACE Of RANCHO CARLSUB DRIOGE 38 58 1282 755 1919 1444.1 1996.9 2009.1 2022 rn 2790 60.0 65 60.0 59.4 56.0 60.0 56.0 69 58.0 58.0 58.7 47.0 56.0 75.0 112 58.0 58.0 48.2 58.8 58.8 58.0 193 58.0 60.0 50.0 60.0 117 58.0 60.0 60.4 50.0 60.0 197 89 1919 2009.8 1996.1 2098 Ern 1 .7 38 zopd 60 60 58 58 58 58 58 58 61 806 R 1174 1600 2118 1963 2573 87 1259 835 2000 1712 2232 2567 125 886 1268 2000 2226 1754 180 953 1313 1809 2110 1996 115 1020 1360 1776 2070 1992 1E8 4 PC 60 56 45 58.8 46 1930 385 38 0 56 55 b5 56 1920 58.9 66 60.0 59.1 48.0 56.0 75.0 1900 78 58.1 57.3 58.8 48.0 57.0 1900 120 57.3 58.2 59.0 50.0 59.2 1890 182 57.3 60.0 48.9 60.0 60.0 1830 120 60.1 57.0 49.6 60.5 65.0 1040 192 1179 1963 2009.9 1996.9 2152 0 200(1 am 1542 1963 1556 1997 2009.8 2022.1 2152 2oM 1255 858 1692 2203 1981 2641 20% 897 1349 1003 2010 2307 2093 949 1365 2013 1852 2315 zollo 1018 1411 1872 2000 2195 2078 1085 1443 1064 2000 2113 2085 1920 60 46 46 45 60 1890 45 60 58 58 58 58 58 58.8 58 1700 57.8 60.0 46.2 58.8 57.0 1ejj0 58.3 56.6 56.0 58.4 58.0 1000 58.3 56.6 58.5 58.0 59.6 1760 56.6 60.0 60.0 50.0 60.0 1700 60.2 56.0 60.0 50.0 70.0 1700 21 w 1282 1984 1997 2022 2270 2100 45 56 56 56 46 46 a00 1335 911 1784 2000 2295 2305 1440 960 2023 1886 2382 2378 1462 1013 1912 2026 2404 2200 1W 1510 2008 1935 2280 2100 1150 1526 2005 1958 2150 21w GR GR GR x1 El - GR GR "6R GR YC x1 El " GR GR GR GR 70.0 60.6 1010 62.0 1383 1050 60.8 1465 60.0 60.9 1140 1553 60.2 1221 60.4 60.9 1641 60.7 61 .O 1806 60.3 1m 60.0 1960 50.2 ZOOD 52.0 2012 60.0 2035 62.0 2102 Y.0 1980 52.0 63.5 2245 75.0 9.1 2272 39.55 7.1 9.1 16 1972 1680 2021 zow 1750 157 140 147 80.0 1489 70.0 1582 62.7 1833 62.4 1902 64.0 62.0 1606 63.5 1685 63.1 1972 52.0 52.0 2007 lWl 62.0 50.8 2021 63.8 2067 64.4 2153 22% 65.0 0.06 7.1 0.1 0.3 1920 2143 41.05 19 20211 190 110 127.0 1980 1608 108.5 150 65.0 1660 1865 65.5 90.0 1713 66.0 rrn 1911 65.5 64.0 1958 60.0 51.7 ZOO0 52.0 1980 2008 52.0 62.0 63.5 2028 2191 64.0 2246 66.0 2263 62.5 2082 90.0 63.0 2318 8.0 75.0 1302 1730 2173 1993 2150 1764 2000 2219 1819 1993 2137 ET -x1 42.60 21 1979 7.1 1919 2140 2031 GR 126.0 150 1619 180 155 113.3 GR 68.0 lt324 "7 1875 1665 100.7 65 -3 1712 1927 88.0 1759 n.0 1079 1791 51.0 lWL -GR ET x1 GR -GR GR GR GR 90.0 45.20 07.0 69.3 66.0 67.4 67.0 241 1 9.1 1653 36 1913 2228 2028 2449 1968 7.1 93.5 68.0 66.9 67.5 67.0 2028 rm3 1968 2065 2269 2497 215 90.0 56.0 67.8 67.1 67.7 - .. 1753 390 1993 231 1 2m 2552 1953 260 72.0 67.5 55.0 67.8 67.1 2170 1803 2000 2141 2353 2607 70.7 56.0 67.3 68.0 67.2 2300 2008 1858 2184 2401 2663 - GR 68.7 2720 69.5 2m GR 72.4 3006 73.1 3063 73.8 71.6 2949 3121 GR 76.0 74.5 3293 3178 75.3 3235 x1 47.08 ET 9.1 7.1 28 1993 2020 1% 1955 2175 2300 -GR 106.0 150 1698 102.0 1751 98.0 1805 94.0 1859 90.0 1913 188 ~~ ~ 70.2 2ss4 i0.Q 2892 ~~~~ ~~ ~ ~ GR 76.0 1938 70.0 1% 56.8 2000 1953 GR 68.0 58.0 2020 68.1 58.0 2076 68.3 2008 GR 68.1 2291 2133 68.2 2185 68.2 2238 68.1 2x4 WL 68.0 68.1 2561 2397 68.0 68.0 2450 2619 68.0 2678 70.0 70.8 2756 68.0 2703 2503 ~~~~ ~~ ~ - GR 71.5 El 2810 72.3 73.0 2918 9.1 2864 7.1 x1 49.68 9.1 26 1930 2150 1968 2025 2300 GR (14.0 1700 262 180 74.0 240 1750 73.0 1804 72.0 1859 71 .O 60.0 1913 GR 71.1 2077 1W5 59.2 2000 2010 70.0 2025 72.1 60.0 2130 GR 70.0 71.6 2187 71.0 2245 2360 69.9 2416 GR 69.0 261 7 68.0 69.7 2655 2472 69.6 2528 70.0 68.0 2580 GR 80.0 2705 72.0 2750 76.0 2795 2.360 -GR 70.0 1968 70.5 2302 - ~~~~ ET 3.0 n1o.o 7810.0 3760.0 ~~ ~ YH YC 3 0.040 1974 0.06 2026 0.040 2058 0.3 0.5 " WUySlREIII SIDE Of COLLEGE IUULEVARD I1 51.83 5 1974 2026 235 GR n.0 1942 61 .O 235 235 1974 61 .O 2000 tB 1.2 3 52 61 .O 1.65 2026 77.0 2058 YH 3 0.040 1974 0.06 2026 4 1300 0.040 2 62 2058 62 - UPSTREIII SIED OF COLLEGE WLEVARD I1 53.03 120 x2 1 120 120 81 0.1 0.3 n U .. GI -A GR a R ". 9.1 7.1 "_ 55.08 24 1972 2025 1930 2100 1870 200 225 1615 205 109.5 17% 91.7 100.0 16% 1845 105.3 1701 119.0 72.0 1972 76.0 62.0 1900 75.0 1931 74.0 1995 74.0 61.4 2080 2000 74.0 2135 62.0 2005 74.0 74.0 2355 74.0 2410 98.0 74.0 2190 74.0 2460 100.0 2245 24en 74.0 n.0 1570 70.0 2180 1745 2025 2300 1962 - 5 ET x1 GR GR GR 611 GR IC ET x1 OR Ell GR GR ET x1 CR GR GR IC x1 GR SB x1 x2 IC ET x1 GR GR OR ER GR x1 ET GR GR GR 6R GR ET x1 GR GR GR CR ET x1 GR GR GR GR IC ET x1 GR GR a GR x1 ET GR OR GR 0~ 1 7.1 59.33 23 128.0 1937 2035 405 1465 116.0 430 79.6 1697 1510 104.0 79.2 1749 78.8 1801 1555 .. . ... 75.0 1937 72.0 1970 66.0 78.0 74.0 2035 1995 74.8 2083 2275 75.6 93.0 2329 108.0 2385 2131 0.060 61 .0 16 7.1 1902 93.0 2005 1465 91.1 1504 89.3 1563 m 245 P.7 1741 1800 80.0 68.0 81.9 19% 67.7 1860 1000 68.0 90.0 2005 2100 63.23 82.0 1860 13 1940 2035 130 80.0 1MO 78.0 1912 140 R.0 1955 71 .O 1000 zollo 80.0 2110 84.0 72.0 m 2130 7.1 78.0 64.0 1.2 0.035 66.19 155.0 87.0 82.0 82.0 93.0 67.69 150.0 90.0 78.0 96.7 86.0 70.14 161.0 100.0 0.0 85.0 74.74 166.0 110.0 93.0 90.0 n.69 110.0 97.3 100.0 86.5 79.29 116.0 98.0 90.0 - 1919 1.60 0.035 1460 23 16% 1935 2065 2320 9.1 22 1688 1440 18W 2020 21% 17 13% 1670 2050 1902 1365 17 1620 le63 2070 17 1643 1807 2000 2lMl 1686 18 1869 2040 0.040 0.04 0.06 0.3 0.5 WWISTREM FACE OF YEN BRIDGE AT EXISTING ACCESS RWD BRIDGE ALIGWEYT IS AT 50 DEGREE ANGLE YITH FLCU DlRECTIOU 5 72.0 1956 2oL& 64.43 86.0 " . . 1956 3 1 0.06 1935 7.1 136.7 84.0 80.0 83.3 96.5 7.1 1900 137.5 87.0 86.0 82.0 100.0 1805 7.1 148.8 90.0 86.0 120.0 1968 7.1 154.8 103.0 92.0 100.0 0.060 7.1 102.0 1940 96.7 110.0 0.0 1965 7.1 109.0 96.0 97.0 85 0.1 2065 1745 1506 2113 1970 2375 2050 1487 1 RO 1900 2050 2245 2050 1450 1 725 1940 2100 2035 1416 1910 16R 2110 0.2 2033 1670 1851 2033 2190 2040 1715 1904 2070 72.0 80 45 52 0 0.3 118.3 115 83.5 84.7 76.0 100.0 125.0 160 84.0 82.0 86.0 260 136.6 87.0 82.0 430 143.6 96.0 86.0 0.4 101.0 220 W.0 96.0 102.0 140 96.0 98.0 160 2000 45 8 178 1553 1792 2161 1985 2430 145 1534 1752 1940 2076 1505 240 1765 1965 475 1467 1 R5 1968 320 1707 1895 2075 175 1745 2081 1940 6 1915 425 92.0 65.9 78.4 76.4 105 255 87.4 77.0 n.0 1900 135 76.0 74.0 120 72.0 1200 45 1900 100.0 131 83.0 86.0 75.7 1900 112.5 150 84.0 78.0 90.0 1865 124.4 245 84.0 80.0 1915 460 132.4 95.0 84.0 1920 100.0 295 94.0 98.0 1940 160 101.0 90.0 98.7 2115 1600 1853 2000 2179 2015 1622 1902 2035 2025 2035 1930 0.766 2044 2 2060 1600 2000 1840 2210 2060 1581 1793 1970 2100 2050 1560 2000 1805 2075 1518 1771 2000 2070 1745 1940 2093 2070 1790 21 19 1965 1900 80.0 78.0 66.0 77.2 85.6 74.0 82.0 74.0 76.0 86.0 72.2 0.2 90.0 82.5 76.0 89.5 1900 100.0 84.0 93.3 77.0 112.2 84.0 82.0 121.2 94.0 86.0 98.0 0.0 99.0 100.0 w.3 88.0 1645 1905 2005 2227 1682 1945 2085 2055 1940 2081 72.0 1645 1887 2010 2265 1628 1835 2000 2148 1615 1865 2015 1569 2035 1817 1763 1973 2126 1835 2000 2157 2195 102.0 7.1 1975 2218 110.0 22% OR lm.o 1955 102.0 99.0 102.0 rm 2200 1929 2081 urn ET x1 2195 1M2 106.0 165 101.3 98.5 1895 175 Iy).W 116.0 100.0 97.0 108.0 17 100.0 99.5 104.0 1975 2119 2317 2000 2158 2362 lki 110.0 100.7 98.0 120.0 .. . . OR OR la SR 2005 2195 2395 2013 2232 1905 7.1 186s 215 104.0 110.0 1m.o 2095 18S9 201 1 2234 ET x1 OR 2055 1793 114.0 230 107.0 1m.o 1625 190 ZWO 2189 83.14 120.0 1770 16 1945 2100 2272 102.0 101.3 112.0 2055 1905 2255 . . .. 116.0 100.5 104.0 OR Ell OR 101.0 102.7 114.0 1972 214s 1950 108.0 103.0 106.0 1m 2100 1900 2065 2215 ET x1 OR an 1055 7.1 84.84 128.0 102.0 16 21m 175 1 875 165 106.0 104.0 112.0 2100 1955 2245 18ii 1962 2106 2262 120.0 101.0 106.7 "" zoo0 1846 2142 102.0 118.0 107.3 2026 21m OR GR 106.0 120.0 1960 200 110.5 114.0 114.0 2140 1930 ET x1 OR 7.1 86.84 101.0 128.0 111.5 118.0 1841 16 2000 ." 120.0 1965 102.0 2102 1887 2015 2183 190 215 112.0 111.0 116.0 1965 2102 2313 11s:i 110.0 113.0 1921 2021 2224 - .- OR OR la x1 ET a OR Gn la OR UL ET x1 OR OR UL OR 2266 2061 2142 wo 112.0 1977 7.1 1950 175 2150 88.59 10 128.0 118.0 104.0 104.0 116.0 24 1753 2017 1924 2040 1786 2030 l93E 2137 2273 185 124.0 104.0 112.0 110.0 118.7 160 1819 2040 1977 2157 2312 126.0 110.0 1u.o 118.0 102.0 112.0 113.0 120.0 1949 124.0 160 114.0 104.0 2000 1867 2M7 110.0 104.0 104.0 2005 1893 2081 2212 " . . 2122 2235 2184 235 1 2080 1803 2010 1931 114.0 110.0 117.3 7.1 128.0 1949 118.0 104.0 130.0 7.1 2057 1721 1905 1973 2148 126.0 150 116.0 103.0 1762 1m 90.19 17 122.0 112.0 112.0 1844 1949 2057 1680 106 1970 130.0 120.0 106.0 120.0 1922 2000 . ~ " 2105 1900 200 2054 ET x1 92.19 118.0 130.0 103.0 1696 16 1865 2000 2120 1901 128.0 112.0 104.0 ". 2054 1740 2024 1879 126.0 200 106.0 106.0 1% 124.0 105.0 109.5 ". 1628 2054 1928 120.0 113.0 104.0 1855 1955 2076 GR GR GR GR 1784 2032 1901 120.0 2040 ET x1 OR 7.1 1900 111% 94.04 128.0 1752 14 1922 2021 ... 1922 127.0 110.0 112.0 2036 1968 2036 in1 126.0 190 106.0 116.0 1810 180 1990 11i:i 105.0 120.0 2000 1831 2092 112.7 106.0 2010 1876 CR la ET 111.3 108.0 ZWD 1950 7.1 128.0 112.0 110.0 1950 7.1 116.0 134.0 110.0 1wo 150 2035 1860 1985 2066 2030 1835 1980 2035 2040 1903 1988 x1 la OR Gn _. 95.54 132.0 114.0 108.0 1L 2025 1815 2015 1950 16(1 1845 145 1Wl 2025 1% 2010 1933 120.0 110.0 112.0 ." 118.0 108.0 130.0 ." 116.0 107.0 2000 1.9% 1900 120.0 tm ET x1 OR Gn OR ET x1 OR la CR 97.24 156.0 117.0 lW.0 1TLU) 15 2000 1887 2022 1812 1931 201 1 130.0 170 114.0 114.0 175 1825 2022 1950 1844 1w1 2062 118.0 110.0 140.0 112.0 120.0 1930 7.1 135.0 1930 132.0 175 112.0 98.W 136.0 120.0 112.0 1830 13 2040 1855 2040 1940 155 134.0 116.0 140.0 180 111111 1968 2070 7 130.0 111.0 2000 1915 1930 2020 118.0 120.0 ET x1 GR 100.74 140.0 122.0 112.0 16 1932 7.1 2064 155 1853 180 1958 2070 1910 175 134.0 112.0 140.0 2050 1860 124.0 1898 1983 111.0 2000 MB7 2042 1888 120.0 2009 118.0 1900 2030 lk5 201 1 1910 "" 138.0 1&2 120.0 120.0 1932 118.0 2044 130.0 " ~. 156.0 GR GR T.1 1883 122.0 200 116.0 ET GR x1 GR 102.74 140.0 118.0 120.0 1828 12 2042 1942 ..~ 1942 2042 zoo 138.0 la52 130.0 116.0 140.0 1985 115.0 2082 7.1 1904 2019 140.0 11152 130.0 zoo 118.0 1950 150.0 2067 117.0 1851 m 124.0 118.0 2025 2010 1654 122.0 1864 120.0 2019 zoo 1842 zoo0 1820 12 2046 1904 ."". 148.0 120.0 140.0 SEW0 0 TI* SLOPE DEPTH atm vLm xtmL CUSEL CRIW USELK EG OCH am ALOB KH ACH XLCH XLOBR ITRIAL IOC XNCH wm XNL HV MOB XNR ICWl HL VOL WN CORIR mas L-OANK ELEV TWI R-OANK ELEV EMIN SSTA TOWID ENDST .PIOF 1 CCHV- 300 CEHV- %€EM .OlO .500 3720 CRITICAL DEPTH ASSWE0 sm ENCROACHMENT ETATICUS= 1~0.0 2050.0 TYPE- 1 TARGET. D(YYS1REbN FACE OF EL CUlIYO REAL BRIDGE 100.000 .010 pL150.0 8.66 38.16 38.16 .00 41.56 .O 9850.0 3.39 .O .W .o 666.2 .oo 38.00 .O .oo .O .OO 14.79 .o 100000.00 .oo .007441 .000 0. .os0 0. 0. 0 0 .w 100.00 2050.00 .DO0 14 .WO 29.50 1950.00 ~ .. " ~. SPECIAL BRIDGE 5227 DMSIREAH ELEV IS 36.27 , NOT 38.16 HYDRAULIC JWP OCCWLS DOHISTREAH (IF LW FLW CCUTROLS) SB XI XKm COFO ROLEN BUC 1 .os 1.110 3.00 150.00 7o.w SUP 4.00 1020.00 BAREA SS ELCHU ELCHO 2.00 29.50 29.50 .8Ecwo 1.100 3301 I(v CHWGEO MORE THAN HVIWS cuss 6 LW fLW 3420 BRIDGE US.= 37.61 BRIDGE VELOCITY= 14.77 CALCULATED CHANNEL AREA= 667. EGPRS ECLK la WIR OLW UREA TRAPEZOID ELLC ELTRD YEIRLN .W b1.75 .oo 0. 9850. 1020. 1200. 42.64 44.00 0. AREA 3470 ENCROACHMENT STATIONS= 1950.0 2050.0 TYPES 1 TARGET. UPSTREm FACE OF EL WINO REAL BRIDGE 9850.0 1.100 9.72 39.22 .Qo .O 9850.0 .O .W 41.75 2.52 .19 .o m.4 .oo 38.00 .oo . .oo 12.75 .oo .O 1 .8 .3 100000.00 .OOo .DM .0046M 110. 110. 110. 0 0 0 .WO .WO 29.50 1950.00 .w 100.00 2050.00 100.wo SECWO OEPIH MEL CRIW WELK Et 0 om acn om ALOB ACH Hv HL MOSS L-BANK ELEV ARC4 TIME vLm ML TUA R-BANK ELEV VCH XLOBR ITRIAL IDC ICWT WRAR TOPUIO EUDST SLOPE xLmL XLCH me XWL XYCH XYR WN ELMIW S$TA 8 .tEcwo 2.8000 3280 CROSS SECTION 2.80 EXTEMDEO 2.94 FEET 3301 WV CMNGED MORE THAN HVINS 3720 CRITICAL DEPTH ASME0 7185 MINIM SPECIFIC ENERGY 3470 ENCRMCMENT STATIONS- 1935.0 2060.0 TYPE= 1 TARGET= -0.0 197.4 B7o.o 2.800 10.94 39.94 39.94 82.6 61.1 630.9 .00 43.42 3.48 .01 3.23 15.17 34.6 .om59 2.39 190. 170. .060 .m 160. .060 3 8 0 .SEW 5.000 SRO CRITICAL DEPTH ASSUIEO 7l85 MINIM SPECIFIC ENERGY 3470 EIKRMCWIIENT STATIONS~ 1960.0 2050.0 TYPE. 1 TARGET= 5.000 10.51 41.51 41.51 8080.0 .O 7801.4 278.6 .00 L5.09 3.57 -01 -00 15.42 .WO -030 .060 .o 506.1 4.65 59.9 .006MP 230. 220. 190. 1 8 0 .~~ .SEW 6.210 3280 CROSS SECTION 6.21 EXTEYOEO .60 FEET 33Dl IIV CHANGE0 MORE THAN WVlWS 3302 YLRNING: COWVEYANCE CHANGE UJlSIDE OF ACCEPTABLE RANGE, KRATlO = 3470 ENCRMCHUENT STATIONS= 1966.0 2078.0 TYPE= 1 TARGET= 6.210 13.00 44.50 8080.0 .oo 15.2 8014.6 50.2 .oo 46.12 10.5 780.9 1.62 32.9 .01 1.45 10.26 .W2298 1.53 125. .060 121. 113. 5 0 .030 .060 0 a SECW DEPTH MEL CRIUS USELK EG PLOB PCH pRm ALW TIME ACH SLOPE XLOBL XLCH XLDBR ITRIAL IDC I#YT nv urn won XNL XNCH XNR vLm VCH *sEEOIO 7.580 ULU) CROSS SECTION 7.58 EXTENDED -27 FEET 3470 ENCROACHMY1 STATIONS= 1920.0 2100.0 TYPE. 7.580 12.36 44.66 43.17 .oo 46.73 8080.0 2.07 18.1 7932.2 129.7 -02 .M 11.64 21.1 681.6 65.6 .003625 1.911 145. .060 .030 137. 120. 4 11 0 .OM 1 TARGET= *SECYO 9.150 3280 CROSS SECTION 9.15 EXTEMDED 1.16 FEET 3470 EYCRMCHMENT STATIONS- 1920.0 2100.0 TYPE= 1 TARGET. 9.150 12.26 45.66 .00 .oo 47.33 1.67 8080.0 80.5 ' 7837.8 161.7 .02 53.4 745.6 1.51 10.51 1.78 90.9 .002606 165. .060 .030 157. 145. 3 0 0 .060 'SECNO 12.200 3280 CROSS SECTION 12.20 EXTENDED .02 FEET 125.000 .e9 .48 37.50 4.8 .OM 29.00 1935.00 .7 37.50 .W 125.00 2060.00 . -. . . . . 1.38 8.0 .05 42.00 1.2 34.00 W.wO " - .WO 31;W lw4.14 .00 83.82 2047.96 . ~~~ 1 .n 112.000 .45 9.9 .59 42.00 1.5 42.00 .wO 31;50 1G.00 -00 112.00 2078.00 . .. HL WL MOSS 1-BANK ELEV VTN TUA ELWIN SSTA I-BANK ELEV CORAR TDWID ENDST 180.000 .39 .22 44.00 12.4 1.9 42.00 .000 32.30 1920.00 .00 180.00 2100.00 ~ ~~ 180.000 15.4 .48 .12 44.00 .OOO' 33.40 1920.00 2.6 42.00 .OO 180.00 2100.00 9 *SEI30 14.650 3301 HV CHANGED I*IRE THAW HVlNS YlO EYCRMCWENT STAT ID US^ 1m.O 2100.0 TYPES 1 TARGET. lA.650 11.1u1 A7.80 .M .W A9.02 1.23 -58 .19 A4.00 270.000 . . ." - W80.0 516.2 7517.4 46.4 28216 816.2 40.1 .04 27.0 1 .83 9.21 5.2 46.00 .W1910 1.16 245. 245. .060 .030 245. 3 0 .w 270.00 2100.00 .060 0 .ow 36.00 18330.00 . . ". .. ". ." ~~~~ $€cy0 DEPTH CWEL CRIVS 0 om TIE OCH SLOPE XLOBL XLCH VCH warn XLOBR vLm am %EM 17.190 wm ENCROACHMENT STATIONS= 1800.0 11080.0 322.8 m5.6 17.190 11.30 48.30 .oo 1.6 .04 .002102 1.59 254. 9.11 254. 254. .32 *SE.ECWO 19.830 wn ENCROACHMENT STATIONS. 1m0.0 19.830 11.49 49.09 .oo 8080.0 371.6 7698.7 .D5 9.8 1.41 .001408 8.12 .62 262. 264. 266. *SECYO 21.510 HELK EG nv ALOB ACH XYL XYCH MOS XNR ITRIAL IOC lrml 3 0 0 WL VDL WY TU I-BANK ELEV ELMIN SSTA rmUR TOWID EYOST acss L-BANK ELEV 2506.0 TYPE- 1 TARGETS . -. . . . . . 202.9 851.8 .oo 49.54 1.24 .51 -00 46.00 4.9 .060 33.4 6.8 48.00 .030 .060 .OD0 37.00 1800.00 .w 286.18 2086.18 2495.0 TYPE= 1 TARGET= .OO 50.07 .9a 264.5 948.1 .OM) .030 15.8 .060 2 0 0 -1m.OOo -1800.000 40.3 .45 .08 46.00 .Ooo 37.60 1800.00 8.6 48.00 .w 281.90 2081.90 Y70 ENCROACHMENT STATIONS= 1937.0 2163.0 TYPE= 1 TARGET= 21.510 10.97 49.27 .oo .OO 50.39 1.12 .25 8080.0 .07 46.00 51.4 8016.1 12.5 31.8 938.8 16.9 44.5 .06 1.62 9.4 48.00 8.54 .14 .OM) .030 .060 .000 38.30 1937.00 .OO 143.63 2060.63 .DO1629 150. 168. 185. 2 0 0 %CNO 22.810 wm EWCROACIMEYT STATIDUS= 1800.0 2670.0 TYPE= 22.810 10.88 49.58 .00 .00 50.63 1.05 1 TARGET. 11080.0 419.0 7661.0 .06 .O 274.9 907.9 1.52 .O 8.U .001692 . 00 .060 127. .030 130. 137. 2 0 0 .Ooo 226.000 -1800.000 .22 A7.7 .02 46.00 10.0 5o.DD .. .. .ooo 3i;m 1800.00 ."" .00 259.03 2059.03 %cy0 25.410 3470 ENCROACIMEWT STATIDUS= 1950.0 2752.0 TYPES 1 TARGET= -1950.000 11080.0 25.410 10.11 49.91 .OO .o acm.0 .OO 51.41 .O 1 .so .o 822.1 .56 .O .22 50.00 53.7 .07 . 00 9.83 11.1 54.00 .002831 .W 265. 260. 0 .w 110.89 2063.08 .ooo 253. .030 2 .DO0 0 .DO0 39.80 1952.19 0 SECNO DEPTH CWSEL CRIB VSELK EG HV ARm om OCH onm ALDB ACH "" TIME VLOB VCH MOB XNL XNCH SLOPE XLOBL XLCH XWR XLOBR ITRIAL IDC IrmT VDL HL OLOSS L-BANK ELEV YIW TUA ELMIN SSTA R-BANK ELEV CORAR TopUlO ENDST 10 *SEm 25.860 3301 HV CHANGED =E THAN WINS 3685 20 TRIALS ATTEWTED USEL,MEL 3693 PROBABLE MINIM SPECIfIC ENERGY 3720 CRITICAL DEPTH ASSWED 3470 ENWCWPYT STATIONS= 1920.0 2761.0 TYPE= 1 TARGET= -1920.WO 25.860 11.29 51.19 51.19 MM.0 .w 54.77 10.0 80070.0 3.58 .O .19 6.7 531.4 .O 1.04 50.00 .07 1.49 15.19 .OO 54.4 .060 11.2 54.00 .030 .WR41 52. 15. a. 20 8 .m -000 39.90 196o.n 0 .W MA1 2045.51 *SECNO 27.160 7l85 MINIM SPECIFIC ENERGY 3RO CRITICAL DEPTH ASWD 3470 ENWCWPYT STATIOYS- 1920.0 2100.0 TYPE= 1 TARGET- .00 56.39 180.000 3.60 MM.0 .% .o M80.0 .01 56.00 .07 .O .O 530.9 .O 56.0 11.4 56.00 .OO 15.22 .@a7467 .OO 135. .O00 130. .OM 125. .000 3 11 0 .WO 42.50 1964.74 -00 75.13 2039.87 27.160 10.29 52.79 52.79 .sEm 28.040 3301 W CHANGED KRE THAN HVINS 3470 ENCRMCWENT STATIONS= 1920.0 2100.0 TYPE* 28.040 11.95 54.95 .oo .OO 57.26 "0 -0 M76.0 4.0 .o 663.1 4.1 2.30 .a 39 58.00 57.3 11.6 54.00 1 TARGET= 180.000 ""._ - - - -. -. . ." .M .oo 12.18 .97 .W4160 91. 08. (UI. 0 .W V3.71 2056.57 ,050 6 .060 0 .000 43.00 1W.M .". ~ ~~ ~ ~ ~~ .ooo *SECNo 29.180 3301 WV CHANGED KRE THAN HVINS SECNO DEPTH MEL CRlUS USELK EG HV P HL PLOB OLOSS L-BANK ELEV PCH PROB ARC# VOL TUA R-BANK ELEV TIME ALOB VLOB ACH vcn XYL XNCH XNR WY ELMIW SSTA vnm ELOPE XLmL XLCH XLOBR ITRIAL IDC ICOUT CORM TOPUID ENDST 3470 ENCRMCllllENT STATIONS= 1920.0 2100.0 TYPE. 1 TARGET= 180.000 6080.0 29.180 12.33 56.23 .O 8079.9 .W .1 .oo 57.84 .o 793.7 1.61 .2 .37 .21 58.00 59.2 11.8 56.00 .M .oo 10.18 .002626 121. 114. 107. .29 .ooo .OS0 3 .DM 0 .OOO 43.90 1956.55 0 .OO W.59 2053.14 'SEEcWo 30.120 3301 HV CHANGED KRE THAW HVINS 3302 UARNIYG: mwvEYANCE CHANGE WTSIDE Of ACCEPTABLE RANGE, KRATIO = -70 3470 ENCRMCHMENT STATIONS. 1920.0 2100.0 TYPE= 1 TARGET= 180.000 KI&USTREAW FACE OF RANCHO URLSEAB BRIDGE - ". . - . . - . . . ." -. ._ " .. .. ". - . . . . . " 50.120 10.98 55.98 MM.0 .oo .00 M.77 2.79 .34 .59 56.00 .o 8080.0 .M .W 13.41 .OO .ow .OM .OOo .O .O 602.5 .O 60.7 12.0 56.00 .ooo. 45.00 1963.02 -005422 100. 94. 89. 2 0 0 .oo 79.95 2042.98 SPECIAL BRIDGE 5227 OWSTREAM ELEV IS 54.48 , yo1 55.98 HYDRAULIC JIMP OCCURS WMSTREAM (IF LOU fLOU COUTROLS) 11 SB XK XKOR COFP ROLEN BUC ow MREA SS ELCHU ELCHO .OO 45.00 45.00 1.20 1.50 3.00 -00 38.00 *sECYO 30.500 3301 HV MYGED mE THAN HVlNS 1.m 385.00 Qey) DEPTH WSEL PIUS YSELK Et 0 om Hv HL MOSS 1-BANK ELEV PCH TIME PIOB ALOB WL TU VLOB ACH VCH mea XU1 I-BANK ELEV XYCH XLmR ITRIAL IDC XYR WN ELMlY SSTA ICWT COlUR TOPUID EYDST me SLOPE xLmL XLCH EGPRS EGLK 1(3 OEIR OPR MREA TRAPEZOID ELLC ELTRD YElRLN 66.24 62.02 .OO 3111. 4975. 385. 399. 56.00 58.00 829. AREA wm ENCRMCWNT STATIONS= 1919.0 2098.0 TYPE= 1 TARGET- UPSTIEM FACE OF RANCHO URLSW BRIDGE 179.000 30.500 13.37 58.37 00.0 83.4 7892.1 104.5 .00 .w 59.87 1.50 1.10 60.4 793.2 75.4 .W 56.00 .oo 61.3 12.1 56.00 1.38 "2071 9.95 38. 38. 1.38 38. .wo 3 .030 0 .OM .WO 45.00 1919.00 6 .00 179.00 2098.00 *SEW 31.160 3301 IIV CHANGED mE THAN HVlYS Ym ENCROACWNT STATIONS= 1700.0 ao0.0 TYPE= 1 TARGETS 31.160 13.36 59.56 .OO 500.000 .w 60.22 00.0 635.7 5487.3 1957.0 328.7 719.9 593.6 .66 63.3 .10 12.7 56.00 .25 56.00 .001143 .W 1.93 7.62 3.30 .035 .030 .035 65. 66. 72. 4 0 0 .OO 500.00 2200.00 .000 46.20 1700.00 *PCIO 31.940 3302 WRYING: ~YVEYWCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO - .m wm ENUMCIMENT STATIONS= 11100.0 2305.0 TYPE= 1 TARGET= 31.W 12.55 59.55 .oo 505.000 .00 60.49 00.0 U9.2 4579.6 3051.2 195.4 470.4 758.6 .93 66.2 .13 13.6 56.00 .14 58.00 -002355 .W 2.30 9.73 4.02 .035 .030 .035 69. 78. 87. 2 0 0 .OO 505.00 2305.00 .OOO 47.00 1800.00 *SEW0 33.140 3685 20 TRIALS ATTEMPTED USEL.CVSEL sm PIKSABLE MINIM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASEWD S€CW DEPTW CVSEL UIUS USELK EO 0 oLm OCH pRm ALm Hv HL ACH ARCS OLOSS L-MNK ELEV TIME VLOB WL VCH TUA I-BANK ELEV mm XNL xwcn XNR UTW ELMIN SSTA SLOPE xLmL XLCH XLOBR ITRIAL IDC IWUT CDRAR TOPUlD ENOST u70 EYCROACHMENT STATIONS= 11100.0 2378.0 TYPE. 33.140 12.32 60.52 60.52 .OO 61.57 00.0 1079.3 4877.7 2123.0 327.3 478.1 644.0 1.04 .30 .05 58.00 .W 3.30 10.20 3.30 .035 .030 .035 15.1 58.00 .mu 112. 120. 125. 20 6 0 .OO 578.00 2378.00 .OOO 48.20 1800.00 1 TARGET. 578.000 70.2 12 %fm 34.960 3720 CRITICAL DEPTH AWE0 7l85 MINIM SPECIFIC ENERGY 3470 ENCRMCHHEYT STATIONS= 1760.0 2200.0 TYPES 1 TARGET= 3L.W 12.27 61.17 61.17 .w 62.64 1.47 m.0 547.5 6984.7 547.8 205.0 671.0 205.0 "" .10 2.67 10.41 2.67 .MUD1 193. .035 182. -030 .035 180. 3 5 0 nm ENCRMCIMEYT STATIONS. 1m.o 2100.0 TYPE= 36.160 12.51 62.11 .00 m.0 1205.6 6724.7 149.7 454.2 763.6 .00 63.08 .97 .lo 57.0 2.65 8.58 2.63 -035 A30 .a5 1 TARGET= .001851 117. 120. 115. 6 0 0 %Em 38.m nm EYCRMCWYT mTIows= tm.o 2100.0 TYPE- 38.080 12.17 62.37 .00 8080.0 1659.8 . 6155.5 26L.7 474.2 590.5 1 .a .I1 3.50 10.42 91.5 .W2%6 197. 2.89 -035 .030 192. 188. 2 0 0 .035 1 TARGET= .oo 63.70 *SEEM 39.550 3685 20 TRIALS ATTEMPTEO USEL.MEL 3695 PllmmE MINIMPI SPECIFIC ENERGY 3470 ENCROACHMENT STATICUS- 1~50.0 2150.0 TYPE= 1 TARGET. 3720 CRITICAL DEPTH ASSUME0 SECWO DEPTH CUSEL CRIVS USELK EG P nv TIR vLm PCH om ALW VCH vnm ACH XNL XYCH XYR IrnT mm LLWE xLmL XLCH XLOBR ITRIAL IDC 39.550 14.10 64.90 64.90 .OO 66.32 8080.0 2085.5 5609.5 585.1 514.2 476.8 1113.5 1.42 CCW. *SECWO 41.050 .loo cEnv= .so0 3301 W CHANGED MORE THAW WVlUS 11.050 16.72 66.42 m.0 1300.2 3129.7 3650.0 361.4 542.5 .oo .oo 66.81 .12 3.60 .002418 1w. 5.77 4.74 150. 110. .035 .OM 4 0 *SECWO 42.600 3301 WV CHANCED MORE THAW WINS 3302 VARYING: COUVEYANCE CHANGE WTSIOE OF ACCEPTABLE RANGE, 42.600 14.02 66.R 8080.0 TIp.9 4237.5 3062.5 145.1 469.2 .00 -00 67.62 .13 5.38 .w11041 9.03 130. 5.79 155. .035 180. 2 .OM 0 *SECYO 45.200 45.200 14.12 69.12 .oo .oo 70.21 (1080.0 m.7 5132.7 m6.6 . 14 2.67 9.42 6.17 .035 .060 26.5 544.7 13 .39 770.0 .035 0 KRATIO = 529.2 .W A35 0 466.1 1.09 .a5 u0.000 .52 .21 60.00 .000 b8.W 1760.00 17.2 60.00 .w 440.00 2200.00 75.5 400.000 .29 211.7 -15 60.00 18.3 60.00 .ow 49Iao lmo.00 .00 SM.11 2088.11 .15 .la 60.00 84.2 20.1 60.00 -000 50.20 1mo.oo .OO 400.00 2100.00 400.000 HL OLOSS VOL YTN ELMIN TUA CORM TOW10 .44 88.2 21.5 .w .000 50.0 .00 400.00 L-BANK ELEV SSTA R-BANK ELEV EUOST 62.00 62.00 2150.00 1750.00 .39 93.1 25.0 62.00 .10 60.00 .OOO 51.70 1771.94 .00 492.02 2263.97 .f5 90.3 .65 .15 64.00 24.8 64.00 .W 170.70 234.92 .ooo 52.70 1874.22 106.2 2.53 .05 68.00 28.0 66.00 .Ow 55.00 1920.63 .o011504 215. 260. 390. 4 0 0 .w 348.37 2269.00 *sEa(O 47.m 41.080 W.0 .14 .005327 sEwn P TIME SLWE 2654.4 13.59 10.37 1%. DEPTH 2252.7 70.39 7.94 188- MEL OCH VCH XLCH .W 31n.a 5.26 150. moa vllm CRIUS XLOBR 256.0 .W .035 2 USELK ALOB XNL ITRIAL 71.38 2113.7 .wo 0 EG ACH XYCH IDC 603.4 .W .035 0 w XNR lmvl . urn 110.5 1.16 .Ooo .W HL WL WN mRAR ." 29.3 .01 338.99 56.00 OLOSS TU ELMIN TOPUlO . ". 58.00 68.00 2291 .oo 1952.01 L-BANK R-BANK SSTA ENOST ELEV ELEV .LECY0 49.480 3695 PRDBABLE MINIM SPECIFIC ENERGY 3685 20 TRIALS ATTEMPTED USEL.CWSEL 3%% CRITICAL DEPTH "EO 49.480 13.54 R.74 72.74 .w 73.90 1.16 1.57 W.0 1214.5 5186.0 1679.5 205.0 522.1 308.2 116.0 31.1 70.00 .15 5.92 .035 .wo .W9371 9.93 262. 5.45 240. 100. 20 6 0 .035 .Ooo 59.20 1818.38 .W 426.62 2245.00 .os 70.00 ccw= -500 CEHV. -500 1490 Yll CARO USEO .LECY0 51.630 3302 WRYING: CONVEYANCE CHANGE MSIOE OF ACCEPTABLE RANGE, KFWIO = 1.67 WWlSTREM SIDE OF COLLEGE BWLEVARD 51.630 13.30 74.30 .W .00 75.18 .88 1 .I9 .09 61.00 7810.0 1209.9 5390.3 1209.9 177.0 691.9 177.0 121.6 32.5 61.00 .16 .003138 6.63 235. 7.79 6.83 235. 235. .040 2 .wo .040 0 .WO 61.00 1947.39 0 .OO ,105.22 2052.61 SPECIAL DRIOGE SBn: 1.20 XKOR 1.65 COFP 3.00 RDLEN BUC .OO 52.00 w 4.00 1m.00 BAREA SS 2.00 62.00 62.00 ELCW ELCHO %EUO 53.030 1490 YH CARO USEO CUSS A LOU FLOU 3420 BRIDGE Y.S.= 74.14 BRIDGE VELOCITY= 8.90 CALCULATED CHANNEL AREA- 877. EGPRS EGLK w3 PUEIR PLOU BAREA TRAPEZOID ELLC ELTRO UEIRLN .00 75.30 .14 0. 7810. 1300. 1200. 78.00 81.00 0. AREA n.030 lJ.I.5 7LA5 UPSTREM PIED OF COLLEGE WJLEVARO " m '15.30 .m .12 .OO 61.00 "."_ n10.0 12111.8 5372.4 121i;i 1a0.9 699.3 1k3 124.5 ." ._ . .. ._ ." . ~- .~~ ~ ~~~ 32.8 61.00 .17 6.74 7.68 .wMo(I 120. 6.74 -040 .wo 120. 120. 0 0 .040 0 .M)o 61.00 1947.10 .00 105.79 2052.90 tEU0 DEPTH ME1 CRlUS USELK EG 0 nv HL I OLOSS 1-BINK ELEV TIME OCH pRm mrn WL TUA R-BANK ELEV VCH ALOE ACH XNL XNCH XNR ICWT WRAR TOPUIO ENOST WN ELMIN SSTA am vLm vllm SLOPE xLmL XLCH XLOBR ITRIAL IOC CCW .lo0 CEM= .uN) *LEU0 55.080 3301 MV CHANGE0 MORE THAN HVINS 3693 PROBABLE MINIM SPECIFIC ENERGY 36115 20 TRIALS ATTEMPTED USEL,CUSEL 3720 CRITICAL DEPTH ASSIMEO 14 3470 ENCRMCIWKNT STATIONS~ 1870.0 2180.0 TYPES 1 TARGET. 310.000 55.W 14.42 75.82 75.82 .W 77.31 1 .a 7810.0 49s.o 5~7.2 1~7.8 1.27 79.9 500.7 282.9 129.0 33.7 74.00 .18 72.00 .17 .Dl1012 6.20 10.88 230. 235. 6.60 255. .035 .060 20 .035 9 .WO 61.40 1905.43 0 .OO 274.57 2180.00 %Cy0 59.330 3301 W CHANGED KRE THAN HVINS 3302 WRYING: CONVEYANCE CwlCE MSIOE of ACCEPTABLE RANGE, KRATIO = 2.13 3470 ENCROIClWNT STATIONS= 1900.0 tyu.0 TYPE= 1 TARGET= -1900.OOO 59.330 13.07 78.97 7810.0 311.2 4153.8 3345.0 .w .w 79.33 -56 1.92 .11 75.00 .20 84.0 829.6 715.9 141.1 3.70 5.01 4.67 .035 56.9 74.00 .W2430 405. 425. uo. 3 0 .W 378.51 2278.51 .OM .035 0 .O00 65.90 1900.00 .tEcwO 61 .860 3301 W ClUYGEO KRE THAN HVINS 3302 WARNING: CWVEVANCE CHANGE MSIOE OF ACCEPTABLE RANGE, KRATID = -57 61.860 11.65 79.35 .W 7810.0 157.0 5315.1 2337.9 38.6 696.0 201.9 1411.6 .00 80.59 1 .24 .W .26 77.00 .035 .OM .035 .wo 67.m 1~9.11 38.5 68.00 2051.M SEI20 DEPTH MEL CRlyS YKLK EO P W PLOB HL WOSS 1-BANK ELEV TIME acn OROB VLDB VCH ALOB VROB ACH AROB XYL WL XWCH TW XNR R-BANK ELEV SLOPE XLOBL XLCH UTN XLOBR ITRIAL IDC Itowl CURAR TOWID ENOST ELHIW SSTA *OEM 63.230 3501 HV CHANGED KRE THAN WINS 3302 WRYING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.47 63.230 9.73 80.73 7810.0 1050.4 5108.3 .21 5.76 .005420 130. 6.14 135. .W .W 81.31 .58 .66 1651.3 182.5 831.9 261.1 152.0 .07 74.00 39.2 74.00 6.32 140. -035 3 .060 0 .035 0 .wO 71.00 1872.69 .OO 240.96 2113.65 CCW. .NO CEnv= .500 %Cy0 64.430 3301 W CHANGE0 WE THAN WINS 3302 YARNING: CWVEVANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 OCWSTREM FACE OF YEW BRIDGE AT EXISTING ACCESS RW BRIDGE ALIGNMENT IS AT 50 DEGREE ANGLE WITH FLW OIRECTIOW 64.00 7810.0 739.5 6331.0 739.5 8.85 80.05 -00 .OO 82.52 79.3 596.8 79.3 154.9 1.67 .66 .54 n.w .21 39.7 72.00 9.32 10.61 9.32 .WO .OM .WO .010016 80. .WO 72.00 1929.42 120. 160. 2 0 0 .OO 103.25 2032.67 SPECIAL BRIDGE 5227 DOUNSTREM ELEV IS 78.B , NOT 80.85 IIIDRWLIC JulP OCCURS DOUNSTREM (IF La) FLCU CONTROLS) SB XK XKOR COFP ROLEN BUC MIP BARM SS ELCHU ELCHO 15 1.G 1.60 3.00 .W 52.00 8.00 1200.00 2.00 72-20 72.00 %Em 65.1180 a01 m WGED MIRE THAN WINS 3302 WINING: CONVEYANCE CWGE WTSIDE OF ACCEPTABLE RANGE, KRATIO 1.52 SEW DEPTH P lllE OLW SLOPE XLOBL nm CUSS B LOU FLW 5uo BRIDE€ Y.C.. IWRS EGLK .w 84.22 65.1180 11.05 7810.0 881.6 -21 7.13 .oou63 45. anv= .loo CEHV. %Em 66.190 QmL CRIUS USELK EG pen nv ORW HL OLOSS L-BANK ELEV VCH ALW ACH ARW XNCH YOL TUA XNR R-BANK ELEV XLCH my XLmR ITRIAL IDC ImT co(wI TOPYIO EYDST wtm XNL ELMIN SST* 80.75 MIDGE YELOCITY. 14.73 ULCULATED CWNEL AREAS 522. la PllEIR PLOY UlEA TRAPELDIO ELLC ELTRD UEIRLN .00 0. 7810. 1m. 891. 85.00 86.00 0. AREA 83.25 .OO .00 84.22 .97 1.70 .00 72.20 6046.7 881.6 123.6 744.9 123.6 155.8 8.12 39.8 72.20 7.13 45. .040 45. .Mo 0 .040 0 0 .000 72.20 1924.97 .OO 112.15 2037.12 .300 3302 WINING: CONVEVANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATIO = .51) 66.190 8.45 84.15 .oo .OO 85.17 1.01 84.7 158.8 .93 40.6 82.00 .Ol 82.00 .22 -013113 6.06 8.62 5.85 115. 131. .035 .Mo -035 178. 3 0 0 .oo 3W.M 2142.29 n1o.o 1333.2 5981.5 495.3 220.0 693.0 .wo 75.70 1742.43 wo ENCROACHMENT STATICUS; t900.0 2245.0 TYPE= 67.690 8.95 85.95 .00 .OO 87.10 1.15 .22 .O 7441.2 368.8 . 00 .o 857.4 8.60 50.7 -012041 7.28 160. .WO 150. 145. 0 0 .Mo 2 .035 1 TARGET= n1o.o *SE~ m.140 a01 W CHANGE0 ME THAN HVINS m.1a 8.73 88.73 .W .W 89.26 7810.0 1014.1 6795.2 .53 .24 .6 149.1 1198.0 6.80 5.67 .4 .Do6355 1.54 260. .035 245. .OM) 240. 2 0 0 .a5 SECW DEPTH MEL CRIUS USELK EG P nv PCH pRm TIME vm XNL xwcn ALW vcn ACH VRW XNR XLOBR ITRIAL IOC ImT mce sLm xLmL XLCH *SECK0 14.140 a01 W CHANGE0 WE THAN HVINS 74.740 7.W 91.90 .00 .W 93.50 1 .60 7810.0 1617.7 4580.6 1611.7 168.2 162.2 143.7 .25 9.62 9.91 11.22 .035 -012217 430. .Mo .035 460. 475. 2 0 0 -1900.000 1.89 162.1 .04 86.00 L1.6 112.00 . ".~~ .WO +;DO 1900.51 .OO 175.16 2075.67 168.5 2.10 .06 84.00 43.0 88.00 .WO 80.00 1741.95 .OO 3W.19 2051.14 ML UL OLOSS L-BANK ELEV YTN TUA ELMIN SST1 R-BANK ELEV mRAR TOW10 ENOST 3.92 179.6 45.4 86.00 .32 86.00 .OOO 84.00 1910.98 .oo 166.62 20~1.60 16 *SEW0 77.690 m= . .m CEW. .LOO 77.690 8.91) 95.48 91.8 6130.4 1587.8 .00 .w w.97 1.48 3.45 .02 94.00 24.7 641.9 147.0 184.9 66.5 88.00 -011414 .2b 3.71 9.55 10.w .035 220. 295. 320. 0 .W 165.64 2072.28 .ob0 3 .035 0 .WO M.50 1906.64 n1o.o 7810.0 1115.6 W7.8 124b.6 138.1 622.7 133.8 10.0 79.m 9.30 97.30 .OO .oo m.49 1.19 1.47 .Db 90.00 .2b 47.1 90.00 8.08 .Do7435 140. 9.32 .035 160. 175. 2 0 .ob0 .035 0 .OW 88.00 1893.40 .Do 1E3.76 2077.17 8.75 Sb93 -LE MINIM SPECIFIC ENERGY 3RO CRITICM DEPTH UJUlEO 0.m 5.41 102.41 102.41 .00 103.67 2.21 .03 1w.w 65.6 719.4 1.26 83.0 191.5 .W8182 .27 8.88 165. 9.15 7.75 .D35 175. 20 .Dbo .a5 .WO 97.00 1925.52 14 0 .OO 354.11 2279.63 n1o.o w.4 b~4.1 643.4 u1.2 1w.m 170. %€m 83.140 a01 NU CYUGED MORE TIW WINS 3302 WNIYO: CDNVEYAMCE CHANGE MSIOE OF ACCEPTABLE RANGE, KRATIO = 1-91) 83.140 5.78 105.78 7810.0 926.7 4b10.5 -28 6.95 .00715b 230. 6.13 215. SECYO DEPTH MEL P OLOB ocn .LEm 84.840 a01 ((Y WCED (IORE THAN HVINS 7185 MINIM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSWED 84.840 6.25 107.25 .a 84.1 7372.1 4.58 10.45 .D21845 175. 170. n1o.o 7185 MINIM SPECIFIC ENERGY 3720 CRITICM DEPTH ASSUlED M.840 11.97 112.97 n1o.o 33.7 Mm.4 .29 4.06 10.41 -023859 190. 200. . 00 .OO 1Db.47 .b9 2.61) 2272.8 133.4 751.6 303.1 1W.5 .12 102.00 49.8 101.30 7.50 .035 .ob0 .035 190. 4 0 0 .OO 318.22 2171.15 .WO 100.00 1852.94 CRlUS USELK EG WOB HV ALOB ACH OLOSS 1-BANK ELEV VROB &ROB XNL xwcn ML TYA I-BANK ELEV XNR WN ELMIN SSTA XLOBR ITRIAL IDC ICWT CORAR TOWID ENDST nL 107.25 .oo 108.88 1.63 1 .w 353.8 .3a 106.00 6.44 .035 .ob0 .035 -000 101.00 1925.64 18.3 705.2 54.9 200.3 50.9 104.00 165. 3 8 0 .W 249.34 2174.97 112.97 1106.0 .OO 114.55 1.58 4.59 .01 112.00 8.3 640.7 138.6 203.9 52.1 111.00 .035 215. .ob0 3 17 .035 .OW 101.00 1947.95 0 .W 274.W 2222.94 r.m *SEW 88.59D 3501 W CHANCED (IORE TWAY WINS 3302 WRNING: WYANCE CHANGE WTS1OE OF ACCEPTABLE RANGE, KRATIO = 5.83 88.590 (2.92 114.92 .OO .OO 115.17 .25 .35 .27 104.00 53.2 110.00 -30 4.27 3.15 .035 .ob0 .OW703 4.29 185. 175. .035 160. 3 0 0 .OO 293.18 2222.57 .OOO 102.00 1929.39 n1o.o 1409.8 2163.4 4236.8 330.0 6115.9 m7.5 209.4 17 *SEW 90.190 3301 IN CWCEO WRE THAN WINS 3302 YARNING: CONVEYANCE CHANGE CUTSIDE OF ACCEPTABLE RANGE, KRATIO = .30 W.1W 11.65 114.65 .OO .W 115.79 1.14 94.7 27 .30 30.8 873.5 5.10 8.65 4.47 -035 -060 .035 .wo 21.2 214.8 7810.0 157.0 7558.3 .am0 150. 160. tm. 3 0 0 -00 0 SEW DEPTH MEL CRIYS USELK EO HV HL TIME aLm vLm SLOPE xLmL XLCH OCH earn ALOB ACH utm VOL VCH XLmR ITRIAL IDC ICON1 CORAR w.m XNL XYCH XYR YTY .tEtw) 92.190 3301 IN CHANCED WRE THAN HVINS 3302 WRYING: CONVEYANCE CHANCE OUTSIOE OF ACCEPTABLE (WGE, KRATIO = 2.92 9Z.W 13.15 116.15 .OO .OO 116.38 22 .40 .m5 .32 4 33 3.77 .035 .060 200. 3.22 zoo. 195. 2 .035 .ooo 0 0 .OO 7810.0 767.5 6595.2 447.4 177.4 1748.9 139.0 221.7 *Ea0 94.040 3302 WRYING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = -45 94.040 11.23 116.23 7810.0 2215.1 5335.8 259.1 329.0 1147.9 .W .OO 116.86 .63 .32 33 53.9 228.7 6.73 6.29 4.81 .004509 190. .035 .060 .035 185. 180. 2 0 0 .ooo . 00 .OECNO 95.540 3301 HV CHANGE0 WRE THAN HVINS 3302 YARNING: CONVEYANCE CHANGE CUTSIDE OF ACCEPTABLE RANGE, KRATIO .55 95.540 9.60 116.60 .OO .OO 118.50 1.91 1.13 .33 9.37 11.43 22.9 232.1 8.39 -014658 -035 160. 150. .OM) .035 145. 2 0 0 . 00 .ooo 7810.0 1156.0 ~1.9 192.1 123.4 565.2 %cy0 97.240 3301 IN CHANGE0 WRE THAN HVINS 97.210 10.36 119.36 7810.0 2421.5 5160.5 228.1 292.7 560.8 .OO .W 120.58 1.22 1.94 .x 8.27 9.20 7.33 .035 .060 .035 .OOD 31.1 235.2 A09114 tm. in. 175. 3 0 0 . 00 SECNO DEPTH WSEL CRIW UEELK EO nv P HL TIE VLM PCH VCH VRM ALm XNL ACH XNCH AROB KNR ML UlN PLon oRm SLWE xLmL XLCH KLMR ITRIAL IDC ICON1 CORM %%NO 98.9W 3301 HV CHANGED WRE THAN HVINS .36 112.00 103.00 1928.04 54.1 112.00 144.91 2072.95 OLOSS 1-UNK ELEV TUA R-BANK ELEV ELMIY SSTA TOPUlO ENDST .18 106.00 103.00 1869.32 54.9 109.50 226.46 2095.80 55.9 112.00 .16 111.30 105.00 1827.09 u4.79 2061.88 56.6 112.00 .51 112.00 1G;oQ 1885.27 149.69 2034.96 . 57.2 114.00 .14 114.00 109.00 1837.89 195.72 2033.61 DLOSS 1-BANK ELEV TYA R-BANK ELEV ELMIN ESTA TOW10 ENDST 18 3502 UARNING: CCUVEYANCE CHANCE MSIDE OF ACCEPTIgLE RANGE, 98.990 10.07 121.07 .oo 7810.0 .w 123.09 3.0 7804.1 3.0 .34 .9 683.9 3.42 11.41 3.42 .OW078 155. 175. 180. .035 2 .Mo 0 %Cy0 100.740 3301 HV CHANCE0 MORE THAN HVIWS 3302 YUNIYG: CMYMCE CHANGE MSIDE OF ACCEPlMLE RANGE, 1W.740 13.05 124.05 .W .OO 124.118 7810.0 667.6 7243.2 .35 5.87 7.43 .035 -060 99.2 4.65 79.7 974.6 .OM140 155. 17s. 180. 2 0 %Cy0 102.740 102.740 10.03 125.03 -00 .oo 125.79 7810.0 2587.6 5106.7 115.7 312.3 815.5 -35 8.29 4.56 .035 A03915 6.26 200. . 200. 200. 3 .OM 0 MTIO = .69 2.02 .9 236.3 2.19 .32 120.00 .035 .WO 111.00 1928.39 57.8 120.00 D .OO 113.22 2041.61 MTIO = 1.93 21.3 241.8 .e3 1.55 58.4 120.w .24 120.00 .035 .WO 111.00 1097.81 0 .w 156.72 2054.53 .76 25.4 246.9 .09 .02 118.00 59.1 120.00 .035 0 .OOO 115.00 11181.17 .W 170.90 2052.07 *SEuIO 104.740 104.740 7810.0 1794.8 5092.3 122.9 224.6 M3.6 8.90 125.90 .OO .oo 126.66 .76 .M .w 120.00 .36 7.99 6.67 5.23 -035 .Mo .035 23.5 252.2 59.9 120.00 0 .WO 117.00 1850.20 -00 176.71 2026.97 .Do460 200. 200. 200. 2 0 11 MA HEOIONDA CREEK, CARLSBM 12 HOUARD H. CHAYG 100-YEAR FLmDUAY n Jl ICHECK J2 YPROF 15 SECNO 0 TIE SLWE I NO 3 IPLOT DEPTH OLOB VLOB XLOBL YlWV IDlR STRT METRIC WINS 0 USEL FO -1 40 PRFVS XSECV XSECW FN ALLDC IBU CHWIM ITRACE -1. CUSEL all6 USELK EG PCH HV OROB HL OLOSS L-BANK. ELEV VCH ALOE ACH MOB XWL AROB XNCH ML TUA XWR R-BANK ELEV XLCH UTW XLOBR ITRIAL IDC ELMIN SSTA IWNT aAR TOWID ENOST *PROF 2 CCHV. *SEW0 .010 .300 CEHV= 3720 CRITICAL DEPTH ASEUIEO .5w wm ENCROACHMENT STATIONS- 1950.0 2050.0’ TYPE= I OWNSTREW FACE OF EL WSIINO REAL BRIDGE 1 TARGET. 100.000 9850.0 .Dl0 8.66 38.16 38.16 38.16 41.56 3.39 . -0 9850.0 .W .O .w 38.00 .o 666.2 . 00 .OO 14.79 .o .w .O .D 100000.00 .wo .007U1 .030 0. 0. 0. 0 14 .oOO .000 29.50 1950.00 0 .00’ 100.00 2050.00 SPECIAL BRIDGE 5227 WYIISTREIII ELEV IS 36.27 , NOT 38.16 HYDWLIC JWP OCUJRS OWNSTREIII (IF LOU FLCU CWTROLS) 19 So XK XKOR WFP lOLEN u(c wp UREA SS ELCHU ELCHO 1.05 1.80 3.00 150.00 moo 4.00 1020.00 2.00 29.50 29.50 .SEcNo 1.100 3301 HV CHANGE0 DRE THAN HVlNS CLASS B LOU FLOU 3420 BRIDGE U.S.= 37.61 BRIDGE many= 14.T ULCUUTED CHANNEL AREA. 667. EGPRS EGLUC tl3 WEIR PLOY UREA TMPELOIO ELLC ELTRO YIRLN AREA .00 41.74 .OO 0. 9850. 1020. 1208. 42.60 44.00 0. UPSTREAM FACE OF EL UlllNO REAL BRIDGE -50.0 1.100 9.72 39.22 .W 39.22 41.74 2.51 -18 7.5 9835.1 7.5 .DO 38.00 .w 6.2 772.5 1.19 12.73 6.2 1.19 .060 1.8 .3 38.00 A30 .ob0 .WO 29.50 1939.80 .~510 110. 110. 110. 0 0 0 .OO 120.41 2060.20 SECYO DEPTH MEL CRIUS USELK EG wv HL OLOSS L-BANK ELEV a TIME am OCH vLm VCH omm VRW ALCe ACH TI& R-BANK ELEV XNL XWCH VOL XYR YIN SLOPE xLmL XLCH XLOBR ITRIAL IOC ELMIN SSTA IWYT rmUR TOWID EYOST ace CROSS SECTION 2.80 EXTENDED 2.94 FEET 3301 HV CWGED WRE THAN HVlNS 3720 CRITICAL DEPTH ASSWE0 7l85 MINIM SPECIFIC ENERGY 3470 EYCRMCMIEYT STATIONS= 1935.0 2060.0 TYPE= 1 TARGET= 125.000 - ." 2.800 10.94 39.94 39.94 39.94 43.42 3.48 .87 .48 37.50 82.6 .01 61.1 630.9 3.23 15.17 2.39 .ob0 .030 .Ob0 .WO 29.00 1935.00 34.6 4.8 .8 37.50 ~~~~~~ ws0.0 197.4 95m.o .DO5859 190. 170. 160. 3 8 0 .DO 125.00 2060.00 OSECNO 5.000 3720 CRITICAL DEPTH ASSWED 7185 MINIM SPECIFIC ENERGY wm ENCROACHMENT STATIONS- m0.0 2050.0 TYPE= 5.000 10.51 41.51 41.51 41.51 45.09 3.57 8080.0 .O 7801.4 278.6 .o 506.1 59.9 1.38 .05 42.00 8.0 .01 1.3 34.00 -006889 .OO 15.42 230. 4.65 220. .000 .030 190. .060 1 8 0 .OOO 31.00 1964.14 .OO 83.82 2047.96 1 TARGET- 90.000 %Em0 6.210 ULIO CROSS SECTION 6.21 EXTENDED -60 FEET 3301 W CHANGED WRE TW WINS 3302 UARNING: COWMYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 wm ENCRMCIMENT STATIONS. 1~6.0 2078.0 TYPE= 6.210 13.00 44.50 1 TIRGET= .W 44.50 46.12 112.000 8080.0 15.2 8014.6 50.2 10.5 780.9 1.62 .45 32.9 .59 42.00 10.0 -01 1.45 10.26 .060 .030 1.5 42.00 1.53 .002298 125. 121. 113. 5 0 0 .060 .000 31.50 1966.00 .DO 112.00 2078.00 SEN0 DEPTH CVSEL CRIUS USELK EG nv Q HL OLOSS L-BANK ELEV aLm QCH pRm ALOE ACH mce VOL TI& R-BANK ELEV 20 TIME vLm VCH woe XYL XYCH XNR SLOPE xLmL XLCH XLOBR ITRIAL IOC lrmT .LEm 7.580 32M CROSS SECTION 7.58 EXTENDED .27 FEET 3470 EYCRMCWWYT STATIONS- 1920.0 2100.0 TYPE= 1 TARGET= 7.580 12.36 44.66 43.17 64.66 46.73 MM.0 2.07 18.1 7932.2 129.7 .02 .M 11.64 21.1 601.6 65.6 1.98 .005625 145. 120. 4 11 0 .OM 137. .030 .OM %€CY0 9.150 3280 CROSS SECTION 9.15 EXTENDED 1.16 FEET 3470 ENCRMC)*EWT STATICUS* 1920.0 2100.0 TYPE. 1 TARGET. 9.150 12.26 i5.66 .w 45.66 47.33 MM.0 1.67 .02 1.51 10.51 1.78 .OM 53.4 745.6 90.9 .W26w 165. 157. 145. 3 0 0 .030 .wo 80.5 m7.a 161.7 %cy0 12.200 32M CROSS SECTION 12.20 EXTENDED .02 FEET 1.08 11.04 1.76 .OM .030 .OD2959 305. 305. 302. 2 0 0 'SECYO 14.650 3301 W CHANGE0 llORE THAN HVIWS 3470 EYCROACHHEWT STATIONS= 1830.0 2100.0 TYPE. 1 TARGET= 14.650 11.80 47.80 MM.0 516.2 7517.4 .OO 47.80 49.02 1.23 46.4 282.6 816.2 .04 1.83 9.21 1.16 .OM) 40.1 .001910 245. .030 245. 245. 3 0 0 .060 0 SECYO DEPTH CYSEL CRIUS USELK EG W TIE ACH ARM XLOBR ITRIAL IOC ICQNT oLm OCH won ALOB vLm SLOPE xLmL XLCH vcn ma XWL XYCH XYR *SEECYO (7.190 3470 ENCRMCMEYT STATIONS~ 1800.0 2506.0 TYPES 1 TARGET= 17.190 11.30 48.30 .W 48.30 49.54 1.24 .oL 4.9 1.59 9.11 .32 .OM) .w2102 254. 254. 254. 3 0 .030 .wo 0 m0.0 322.8 m5.6 1.6 202.9 851.8 'SECMO 19.830 3470 ENCRMCWEWT STATIONS= 1800.0 ~495.0 TYPE= 1 TARGET= 19.830 11.4Q 49.09 .M 49.09 50.07 .9a milo 371.6 7698.7 9.8 264.5 948.1 ~~~ ~~~~ ~~ ~ .os 15.8 1.41 8.12 .001408 .62 262. 264. .OM .030 .OM 266. 2 0 0 *SECNO 21.510 3470 ENCRMCMEYT STATIONS= 1937.0 2163.0 TYPE- 1 TARGET= 21 WW ELWIN SST& CORM TOW10 ENDST 180.000 .39 .22 44.00 12.4 2.0 42.00 .000 32.30 1920.00 .W 180.00 2100.00 15.4 .48 .I2 44.00 .OOO 33.40 1920.00 2.6 42.00 .00 180.00 2100.00 2W.000 21.5 .85 .09 44.00 .WO 35.50 1900.00 4.0 44.00 .00 200.00 2100.00 270.000 -58 .1Q 11-00 27.0 5.3 46.00 .ooo 36.00 lluO.00 ." . .. . .DO 270.00 2100.00 HL ML WW TUA ELMIY SSTA R-BANK ELEV CORM TDWlO EWOST moss L-BANK ELEV -1MO.WO 33.4 .51 .oo 46.00 .OOO 37.00 1800.00 6.9 48.00 .oo 286.18 2086.18 -1800.000 40.3 .45 .08 46.00 .000 37.60 1800.00 8.6 48.00 .oo 281.90 2081.90 226.000 21.510 10.97 49.27 W.0 .06 51.4 8016.1 1.62 301629 8.54 150. 168. *SEW 22.810 wa EYCRIXCWIIENT STATIONS. W.0 419.0 7641.0 22.810 10.86 49.58 .w .W1692 1.52 127. 8.44 130. 12.5 -00 49.27 50.39 1.12 31.8 938.8 .74 16.9 185. .OM 2 .030 0 .OM 0 1m.o 2670.0 TYPE= .OO 49.58 50.63 .O 274.9 W7.9 1.05 .O .W .OM .030 137. 2 0 .wo 0 1 TARGET* -1I)w.ooo 47.8 .22 .02 46.00 10.0 50.00 .W 259.03 2059.03 .wo =.To 1ao0.00 *KCYO 25.410 -1950.000 xrn ENCRMCWEWT STATIONS; 1950.0 2752.0 TYPE= 1 lARGET= 25.410 10.11 49.91 .OO 49.91 51.41 8080.0 1.50 .o 8080.0 .56 .O -22 50.00 .o 822.1 .07 -00 9.83 .W .O .m 53.8 .030 11.1 54.00 .wz1131 265. 260. 253. 2 0 .w 110.89 2063.08 .ow 0 .OW 39.80 1952.19 . . . . . . . . KENO DEPTH CUSEL CRlUS USELK EC nv P TIME am vLm PCH vcn amm vRm ALOB XNL ACH XNCH XWR mm SLWE xLmL XLCH XLOBR ITRIAL IDC lmwT *KCNO 25.1160 3301 HV CHANGED WRE THAN HVINS 36115 20 TRIALS ATTEMPTED USEL,MEL 3693 PROEABLE MINIM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSWE0 urn ENCRMCI!UENT STATICUS= 1920.0 W.0 25.1160 11.29 51.19 51.19 .07 .O .W7241 1.49 15.19 .oo 52. 45. 48. 10.0 m7o.o 2761 .O TYPE= 51.19 54.77 6.7 531.4 .OM) .030 20 8 1 TARGET= 3.58 .o .ooo 0 ML HL MOSS L-BANK ELEV mN TUA ELMIN SSTA R-EANK ELEV COllAR TOPUlO ENDST -1920.000 54.5 .19 1.04 50.00 11.2 54.00 .WO 39.90 1964.70 .W 114.81 2045.51 'SECYO 27.160 7185 MIWIWU( SPECIFIC ENERGY 3720 CRITICAL DEPTH ASUIIEO lBIl.000 urn ENCROACHMENT STATIONS. 1920.0 2100.0 TYPE- 27.160 10.29 52.79 52.79 52.79 56.39 3.60 W.0 .o 8080.0 .O .O 530.9 .O 56.1 .w .01 56.00 .07 11.5 56.00 .OO 15.22 .007467 . 00 .ooo 135. 130. 125. 3 0 .OO 75.13 2039.87 .030 .wo 11 .OOO 42.50 1964.74 1 TARGET= . - - . - - - *KCNO 28.040 3301 HV CHANGED WRE THAN HVINS 91. 86. 88. 6 0 0 *KCNO 29.180 3301 HV CHANGE0 MORE THAN HVINS a SECNO DEPTH CUSEL CRIYS YSELK EG HV TIME PLm vLm PCH PROB ALOB VCH ACH AROB XWL XWCH XNR lmwT mm SLWE xLmL XLCH XLOBR ITRIAL IOC 22 1BIl.MO . " . "_ 57.3 .48 .39 58.00 .ooo 43.00 1wz.86 11.6 54.00 .00 93.71 2056.57 HL mLMS L-BANK ELEV YOL TUA ."" - "" R-BANK ELEV mw MAR TWUID EWOST ELMIN SSTA 3470 ENCRMCHIIENT STATIONS= 1920.0 2100.0 TYPE= 1 TARGET.; 29.180 12.33 56.23 MM.0 .oo 56.23 57.64 .O 8079.9 1.61 .1 .08 .o 793.7 .2 .W2626 -00 10.18 121. .29 114. .000 107. .030 3 0 .wo 0 *SEW 30.120 3301 IIV CWGED ME THAW HVIWS 5302 YLPNIYG: CWVEYWCE CWGE OUTSIDE OF AUEPTABLE RANGE, KRATlO = 3470 ENCRMCMEWT STATIONS= 1920.0 2100.0 TYPES 1 TARGET= WUISTREAM FACE OF RANCHO WRLSBAD BRIDGE MM.0 30.120 10.98 55.98 .w 55.98 50.n .o 8080.0 .O .O 602.5 .O 2.79 .De .00 13.41 .Do5422 .OO 100. 94. 89. .Ooo 2 .030 0 .wo 0 180.000 .37 50.2 .21 58.00 11.9 56.00 _." .."~ .000 43;i 1956.55 .OO W.59 2053.14 .m lM.000 60.7 .34 .59 56.00 12.1 56.00 .ooo 15.00 1965.02 .00 79.95 2042.98 SPECIAL BRIDGE 5227 WUlSTRW ELEV IS 54.46 , WT 55.98 HYDRAULIC JW OCCURS DDUNSTREAM (If LOU FLOU COYTROLS) II XK XKDR 1.20 COFP 1.50 RDLEW WC 3.00 SUP .00 38.00 BAREA 1.70 385.00 3302 UARNIWG: COYVEYWCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATIO = PRESSIRE AND YElR FLOU, Veir Shncrgmce Based on TRAPEZOIDAL Shape 0 SECNO DEPTH ME1 CRIUS USELK EC nv TIWE ACH AROB XLOBR ITRIAL IOC ICOUT ace PCH PROB ALOB vLm SLOPE xLmL XLCH vcw vRm XNL XNCH XWR EWRS EGLK n3 WEIR EPR BAREA TRAPEZOID 66.24 62.02 .OO 3111. 4975. 385. 3w. AREA 3470 ENCRMCHU€NT STATI!XS= 1919.0 2098.0 TYPE= 1 TARGET= UPSTREAM FACE OF RANCHO CARLWID BUIOGE 30.500 13.37 58.37 MM.0 .00 58.37 59.87 1.50 83.4 7892.1 104.5 60.4 793.2 .75.4 .De 1.38 9.95 1.38 .a50 .002071 38. .030 38. 38. 3 0 6 .wo *SECND 31.160 34m ENCROACHMENT STATIONS- 1920.0 2086.0 TYPE= 1 TARGET* 31.160 12.11 58.31 -00 59.56 60.26 1.96 . MM.0 189.9 7391.3 4~iE .08 3.04 11.68 62.4 632.9 122.5 4.07 .00311)5 65. .035 .030 66. 72. 2 0 0 .035 ~" ~ ~ ."" *SECWO 31.940 3693 PROBABLE MIWIMM SPECIFIC ENERGY 3685 20 TRIALS ATTEMPTED USEL,MEL ss ELCHU ELCHO .00 45.00 45.00 1.62 HL WL OLOSS L-BANK ELEV UTN TUA ELMIN SSTA R-BANK ELEV CaRAR TOPUlO ENOST ELLC ELTRO YEIRLN 56.00 58.00 829. 179.000 61.4 1.10 .DO 56.00 .OOO 45.00 1919.00 12.2 56.00 .oo 179.00 2098.00 166.000 -17 .23 56.00 . " k;7. 12.5 56.00 .OOO' 46.20 1920.00 .00 166.00 2086.00 "." 23 3Ro CRITICAL DEPTH ASSWE0 3470 EYCRMCMEWT STATIONS= 1900.0 2095.0 TYPE. 1 TARGET- 31.940 13.17 60.17 60.17 59.55 62.37 8060.0 577.9 6553.4 948.7 140.3 503.1 190.7 2.20 .003856 -09 4.12 13.03 1.98 .035 69. 78. 87. 20 .030 8 .035 0 195.000 64.2 .27 .12 58.00 .000 47.w 1900.00 12.8 56.00 .Do 195.00 2095.00 112. 120. 125. 7 10 0 SECWO DEPTH CVSEL CRIUS HELK EG P ace PCH oam w TIME ALOB ACH AROB XLOBR ITRIAL IOC XYL WCH ' XWR ICOUT vLm SLOPE xLm XLCH VCH won %ECYO 34.960 3470 EYCRMCMEWT STATIONS= 1890.0 101)o.O TYPE- 1 TARGETS 34.960 13.24 62.14 .00 61.17 63.49 8080.0 322.3 7561.5 3W.l 1.35 96.4 758.5 117.9 .09 3.34 3.36 .035 .002386 9.71 193. 182. .030 180. 2 0 .035 0 *SEcUO 36.160 3301 WV CHANCED I(ORE THAW HVIWS 3470 ENCROACHMENT STATIONS= 1850.0 2078.0 TYPE= 36.160 13.43 63.03 8080.0 1045.7 6806.2 228.2 349.0 870.5 .oo 62.11 63.86 .82 75.1 .10 .DO1335 3.00 117. 7.82 120. 3.04 .035 115. A30 3 0 .035 0 1 TARGET= *sEEmO 38.0110 3470 EWCRMCMENT STATIONE= 1840.0 2085.0 TYPE= 1 TARGET. 38.080 13.00 63.20 .OO 62.37 64.34 8080.0 1429.0 6219.2 431.7 354.6 652.0 122.6 1.14 .ll 4.03 9.54 3.52 .035 -002176 197. 192. .030 .OS 188. 2 0 0 66.7 13.3 56.00 .DO0 48.20 1900.00 .DO 193.00 2093.00 " . . .. WL WL ass L-BANK ELEV YTW TUA ELHIW SSTA R-SWK ELEV mRAR TOPUIO ENDST 70.8 .47 .07 60.00 .DO0 48.90 1890.00 14.1 60.00 .oo 190.00 2oLIo.00 248.000 .21 73.9 .16 60.00 14.7 60.00 .wo 49.60 1850.00 .oo 248.00 2078.00 245.000 32 .I6 60.00 79.2 15.8 60.00 .OOO 50.20 1840.00 .OO 245.00 2085.00 ." . ~. .~"~ *SEW0 39.550 nor m CHANGED I(ORE THAN WINS 3685 20 TRIALS ATTEMPTED USEL,CYSEL 3693 PROBABLE MINIM4 SPECIFIC ENERGY 3720 CRITICAL DEPTH ASWD ENCROACHMENT STATIONS= 1m.o 2090.0 TYPE- 39.550 14.20 65.00 65.00 64.90 67.07 6080.0 1265.6 6215.6 598.8 252.1 481.6 142.1 2.07 82.7 .42 16.6 62.00 .M 62.00 .11 5.02 12.91 4.21 -035 .030 .003749 157. 147. 140. 20 8 0 .oo 210.00 2090.00 .035 .OOO.' 50.80 lW.00 1 TARGET= 210.000 %CY0 DEPTH WSEL CRIUS USELK EO P PLm w HL PCH MOSS L-BANK ELEV TIME VLOB VCH wm XWCH XNR YTW ELHIW SSTA R-BANK ELEV XWL XLOBR ITRIAL IDC ICON1 mRAR TOPUIO EWOST pRm ALOB ACH mm ML WA SLOPE xLmL XLCH 24 %EM 41.050 aw .loo CEHV= .m 3301 W CWGED YORE THAN HVINS ym EYCRMCHMEYT STATIONS= 19m.o 2143.0 TYPE- 1 TARGET= 223.OOo 41.050 15.40 67.10 W.0 1209.9 3677.9 3192.2 222.6 575.3 526.1 .DO 66.42 67.69 .58 .47 .15 60.00 .12 5.44 6.39 6.07 .035 .060 A35 .OOO 51.70 1920.00 86.4 17.3 62.00 .W2747 190. 150. 110. 4 0 0 .OO 223.00 2143.00 %EM 42.600 3302 WRYING: COYYEYANCE ClvJlGE MSIDE OF ACCEPTABLE RANGE, KRATIO = -63 %lo EYCRMC~ENT STATIONS= 1919.0 2140.0 TYPE= 1 TARGET. 42.600 14.75 67.45 .OO 66.R 68.u) W.0 1101.6 4463.4 2515.0 162.3 507.5 338.5 1.03 .66 90.7 .13 64.00 18.2 64.00 .12 6.lV 8.79 7.43 .035 .OM .035 130. 155. 180. 2 0 0 .w 221.00 2140.00 U1.W .wm .ow 52.70 1919.00 %ECW 45.200 ym EYCRMCHMENT STATIONS= 1953.0 2170.0 TYPE- 45.200 14.56 69.56 .OO 69.12 70.85 6050.0 1.29 97.6 5641.7 2340.7 20.8 571.2 330.3 97.3 2.29 19.8 66.00 .08 68.00 1 TARGET. 217.000 .13 4.70 .o011809 9.88 215. 7.09 260. .035 390. .w 3 .035 0 0 .OW 55.00 1953.00 .w 217.00 2170.00 %Em 47.m 3470 ENCRMCWNT STATIONS. 1955.0 2175.0 TYPE= 1 TARGET= 47.m 14.03 m.ru .m 70.39 72.10 1.27 1.25 .OO 58.00 220.000 ~ ~~ ~~ W.O 3055.7 2494.7 2529.6 271.0 295.5 4153 tolIt .us705 ~~~~~ ~ ~~~ ~~~ ~ .14 11.20 20.6 68.00 8.44 6.11 1%. .035 1118. 150. 0 .oo 220.00 2175.00 .w 2 .035 0 .000 56.M) 1955.00 SECNO DEPTH CUSEL CRIUS USELK EG IIV Q QLm QCH oRm TIM€ VLCS XNL XNCH ALOB VCH ACH ARCS XNR mm SLOPE xLmL XLCH xLmR ITRIAL IDC ICOUT %Em 49.480 3720 CRITICAL DEPTH ASEWD 7185 MINIM SPECIFIC ENERGY urn ENCRMCIYKNT STATIONS. 1930.0 2150.0 TYPE= 49.480 13.72 72.92 R.92 R.74 74.51 8080.0 793.3 5854.3 1432.4 1.59 .14 97.7 532.3 211.0 .Dl11911 8.12 11.00 262. 6.79 240. .035 180. .ow .035 3 6 D 1 TARGET= anv= .m CEHV= .500 *SECND 51.630 1490 YH URD USED 33Dl HV CHANGED YORE THAW WINS 3302 UARNING: CONVEYANCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO = DOUNSTREM SIDE OF COLLEGE BUJLEVARD 51.630 14.10 75.10 .OO 74.30 75.85 .75 m0.0 1259.0 sm.o m9.0 198.9 m.4 198.9 .15 6.33 7.22 .OO2491 235. 0 0 6.33 235. .040 235. .w 2 .040 ". . . . HL VOL MOSS L-BANK ELEV WN TUA ELMIN SSTA I-BANK ELEV CORAR TOPUID ENOST 220.000 105.8 1.79 21.7 70.00 .10 78.00 .OW 59.20 1930.00 .OO 220.00 2150.00 2.05 1.09 .25 41.00 ~ -~ tri.1 22.5 61.00 .OOO 61.00 1945.79 .00 108.41 2054.21 25 sa XK XKOR 1 .to COfO 1.65 mLEN W 3.00 w .00 52.00 UREA SS 4.00 1300.00 ELCW ELCHO 2.00 62.00 62.00 *SEW0 53.030 14W NH URD USE0 CLASS A LW FLW 3420 BRIDGE &E.* 74-90 BRIDGE VELOCITY. 8.13 CALCULATE0 CHANNEL AREA= 960. EGPRS EGLUC m MIR OLW UREA TRAFt2ZOIO ELLC ELTRD YIRLN .11 0. 7810. 1m. 1200. 78.00 81.00 0. .w 15-94 AREA UPSTIEM SIEO Of COLLEGE UULEVARD SEW rmTn MEL CRIUS MLK EG m HL aoss L-UIIK ELEV vcn SLW xLmL XLCH 0 oLm ocn 1InE am pllm ALOB rcn Mce VOL TUA v1oB R-BANK ELEV XNL XLOBR ITRIAL IOC XNR WN ELMIN SSTA ICWT rmUR TOWID ENDST wcn 53.030 14.21 75.21 7810.0 1265.5 5279.0 1265.5 202.0 739.0 202.0 114.3 .16 6.27 22.8 61.00 .002516 120. 7.14 120. 6.27 120. .040 0 .060 0 .040 0 .ooO 61.00 1945.58 .00 100.84 2054.42 .oo 74.45 75.94 .73 .09 -00 61.00 CCIIY. .1w mnv= .300 *SEm 55.080 3301 IN CWCEO (ORE THAN WINS 3693 PROBABLE MINIM SPECIFIC ENERGY 3685 20 TRIALS ATTEMPTED USEL,MEL 3720 CRITICAL DEPTH ASSLUED 3470 ENCROACHMENT STATIONS= 1930.0 2100.0 TYPE= 55.080 11.57 75.97 75.97 E.84 77.92 7810.0 586.1 6100.9 1115.0 1.95 76.4 500.6 148.0 118.7 .98 .3b 72.00 .16 7.68 12.01 7.53 -035 -060 A35 .OOO 61.40 1930.00 23.5 74.00 1 TARGET= 1m.wo .OW50 200. 205. 225. 20 9 0 .oo 1m.w 2100.00 OSECYO 59.330 3301 HV CHANGED WE THAN HVINS 3302 WRYING: 'COYVEYANCE CHANGE QITSIOE OF ACCEPTABLE RANGE, KRATIO = 2.24 3470 ENCROACHMENT STATIONS= 1915.0 2115.0 TYPE- 1 TARGET- 200.ow 59.330 13.79 79.69 .OO 78.97 80.19 7810.0 384.0 4933.0 2493.0 .50 2.13 80.5 899.7 401.9 129.1 .14 75.00 25.3 74.00 .18 4.77 .002615 405. 5.48 425. 6.20 430. .035 .WO 3 .035 0 0 .000 65.90 1915.00 .OO 200.00 2115.00 3302 WRYING: CWMYANCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO = .61 3470 ENCROACHMENT STATIONS= 1885.0 2015.0 TYPE= 61.880 12.58 80.28 -00 79.34 81.39 1.02 -1.9 nm 1-11 1 TARGET. 130.oW ~ ~~ ~ 7810.0 286.0 &T5 1160.5 . ~ ." 45.4 793.9 106.1 135.8 .19 26.3 68.00 6.29 8.02 10.93 .006922 280. 255. .035 .060 245. 3 0 .OO 130.00 2015.00 .035 0 .000 67.70 1885.00 .. . . . . " ." . . ". 26 %cy0 63.230 3470 EYCRMCMlENT STATICUS= 1900.0 2025.0 TYPE- 1 TARGET= 125.000 63.230 10.25 81.25 7810.0 1514.6 6295.4 .w 80.73 82.25 1 .oo .O 173.5 802.2 .85 .o 138.7 .01 74.00 26.7 1OOO00.00 -20 .005741 8.73 130. 7.85 135. 140. .OO .035 .060 .m 2 0 0 .OO 125.00 2025.00 .000 71.00 1900.00 anv= .tEW 66.430 .so0 EHV= .500 WWlSTREAN FACE of YEY DRIOGE AT EXISTING ACCESS W BRIDGE ALIWIIEWT IS AT 50 DEGREE AMOLE UITH FLW DlRECTlOY 66.430 9.82 81.82 .w 80.85 83.12 1 .M 97.7 662.2 -72 97.7 141.2 27.0 72.00 ' .IS 72.00 20 8.23 9.37 8.23 .WO -060 -040 .006796 80. 120. 160. 2 0 0 .WO 72.00 1927.45 .00 101.18 2034.64 n1o.o 803.9 6202.2 ~3.9 SPECIAL DRIOGE 5227 WWISTUEAN €LEV IS 78.38 , NOT 81.82 HVDRAULIC Jup OCCURS WYYSTREAN (IF LW FLW CWTROLS) S0 XK XKOR 1.20 COFP 1.60 RDLEN W 3.00 8W .W 52.00 MREA SS 8.00 1200.00 ELCHU ELCHO 2.00 72.20 72.00 =LECY0 66.m CLASS B LW FLW 3420 DRIOGE U.S.* 80.75 BRIDGE VELDCITY- 14.73 CALCULATED CHANNEL AREA; 522. EGPRS ECLUC H3 WEIR PLW MREA TRAPEZOIO ELLC ELTRO UEIRLW .oo 86.22 .W 0. 7810. 1200. 891. 85.00 m.00 0. AREA 66.880 11.05 83.25 .00 83.25 84.22 .97 1.10 .oo 72.20 27.1 72.20 .20 7.13 8.12 .060 .WO .OW363 7.13 45. .WO 45. 45. 0 0 0 .OO 112.15 2037.12 .OOO 72.20 1924.97 m1o.o m1.6 60~6.7 m1.6 123.6 744.9 123.6 w.1 CCHV. .loo CEHVS .300 LECWO DEPTH CUSEL CRlYS USELK EC HV P PLOB OROB ALOB HL aCH OLOSS L-BANK €LEV TIME VLDB ACH ARROB ML VCH yRm XWCH XWR YTN TW XWL R-BANK €LEV ELOPE XLOBL XLCH XLOBR ITRIAL IDC ICWT CORM TWIO ENOST ELMIW SSTA =SEW0 66.190 3301 HV CHANGED WE THAW WINS 7385 MINIM SPECIFIC ENERGY 3720 CRITICAL DEPTH AS€U!€D 3470 ENCROACHMENT STATICUS= 1900.0 2060.0 TYPE. 1 TARGET= 160.000 66.190 7.97 83.67 83.67 86.15 85.78 7810.0 466.8 7343.2 2.12 .o 51.9 620.6 1.18 .34 82.00 .20 8.99 11.83 .oo .o 144.7 27.5 100000.00 .035 .027846 115. 131. 178. 3 .060 19 .000 0 .W 160.00 2060.00 .ooo n.m 1wo.00 *EECNO 67.690 3301 HV CHANGE0 ME THAN HVINS 3502 UARNINC: WVEYANCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO = 1.97 Ym ENCROACHMENT STATIONS= 1900.0 ~060.0 TYPE- 67.690 9.95 86.95 -00 85.95 87.81 .86 1.90 .13 86.00 1 TARGET= 160.000 27 m1o.o .O 7490.0 320.0 .21 -0 1008.0 41.8 147.6 .w 28.0 82.00 307205 7.43 160. 7.65 150. .wo 145. .wo 3 .035 0 0 .Ooo 77.00 1900.00 .w 160.00 2060.00 %cy0 70.140 wm EYCROACMNT STATIONS. 1865.0 2050.0 TYPE. m.1u 9.09 89.09 .OO M.73 90.07 .98 1 TARGET- ." . ._ 7810.0 "" .o 7810.0 .22 .O . 00 .o 981.2 7.96 . 00 .O .011750 .ooo 260. 245. 240. 0 0 .OM 3 .wo ~~ ~ ~ wm EIICROACHMENT STATIOYS. 1915.0 2075.0 TYPE= 74.740 8.90 92.w -00 91.90 94.01 1.11 -23 8.64 7.89 9.49 .035 .OM .035 1 TARGET= n1o.o 1m.o CIRS 1m.5 uo.3 529.2 182.8 .006i59 b30. 460. 475. 2 0 0 ~~~ $Em0 DEPTH MEL CRIUS USELK EG w 0 TIE am vLm SLOPE xLmL XLCH PCH am ACH ARm VCH ALm XNL XNCH XYR vmn XLOBR ITRIAL IDC ICOWT *SEm 77.690 CCHP 200 CEHV= A00 3301 CWGED "E THAN HVlNS 3302 UARYING: COWVEYANCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO = wm ENCROACHMENT STATICUS= 1920.0 mm.0 TYPE= 1 TARGET= 77.690 7810.0 8.69 95.19 .oo 95.48 96.85 1.66 59.7 6186.2 1564.2 14.9 614.7 135.6 .24 4.00 10.06 11.53 -013430 220. 295. .035 .wo 320. 2 0 .035 0 2.22 153.3 .04 100000.00 29.0 1Mw)oo.oo .WO 80.00 1865.00 .OO 185.00 2050.00 3.90 -04 86.00 160.wo " . . 163.4 30.8 M.00 .WO 86.00 1915.00 .w 160.00 2075.00 .. ~ HL DLOSS 1-WK ELEV MI TU I-EAYK ELEV ." YTY ELMIN SSTA CDRAR TOPUlO ENOST . " . ~. .~ .69 2.62 169.0 .22 94.00 31.8 68.00 .WO 86.50 1920.00 150.WO .oo 150.00 2070.00 wm ENCROACHMENT STATIOYE= 1940.0 mm.0 TYPE= 79.290 9.26 97.26 7810.0 1007.3 5581.0 1221.6 106.6 619.9 127.9 172.0 .W 97.30 98.56 1 .M 1.64 .07 90.00 32.3 90.00 .25 .OW923 9.45 140. 9.00 9.55 160. 175. .035 2 .OM A35 0 .wo 88.00 1940.00 0 .OO 130.00 2070.00 1 TARGET= 130.000 *SECWO 80.990 3685 20 TRIALS ATTEWTED USEL,CUSEL 3695 PROBABLE WlNllul SPECIFIC ENERGY 3720 CRITICAL DEPTH ASWD wm EYCROACWENT STATIONS= 1955.0 2200.0 TYPE. M.wO 5.40 102.40 102.40 102.41 104.03 1 TARGET- 245.000 1 .63 2.47 76.2 .13 100.00 .25 11.82 10.15 39.2 716.4 9.20 .035 8.3 175.2 33.1 1w.m -034647 165. 175. m 14 0 .W 245.00 2200.00 .wo .035 .WO 97.00 1955.00 n10.0 w.5 7270.4 170. *SECNO 83.140 3301 HV CHANGED ME THAN HVlYS SEW DEPTH ME1 CRWS WELK EG HV ML OLMS 1-BANK ELEV 28 3302 WRYING: ODYVEYAWCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KBATIO = 2.25 3470 ENCRMCHMENT STATIWS. 1865.0 2095.0 TYPE' 1 TARGET= zu).ooo 83.140 6.24 106.21 .7a 2.83 .I7 102.00 .00 105.78 107.03 34.2 101.30 n1o.o 1030.3 5252.0 1527.7 135.1 021.2 173.0 1m.8 -26 7.63 -006915 6.40 230. 6.83 215. .O35 190. .060 4 0 .035 0 .Ooo l00.W 11)65.00 .w 250.00 2095.00 3302 WRYING: CQlVEYWCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO 8 -59 %XI EYCRMLCHMENT STATIWS* 1950.0 2100.0 TYPE= 1 TARGET= 150.000 .. . ~ ~ ~- ~ ."" "" , . 64.640 6.59 107.59 .OO 107.25 lW.23 7610.0 49.3 7760.7 .O 7.4 n5.0 1.63 1 .M .34 106.00 .26 .O 183.5 6.63 10.28 35.0 looOOO.00 .00 .019918 175. 170. 165. .035 3 .OM .DDD 0 .Ooo 101.00 1950.00 0 .00 150.00 2100.00 -sEcyo 86.640 7l85 MINIIu( SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSWE0 3470 EYCROACWNT STATIONS= 1960.0 2140.0 TYPE= 1 TARGET. 180.000 86.640 11.97 112.97 112.97 112.97 115.86 1 .E9 4.65 .10 112.00 4.2 650.7 66.0 186.9 .27 35.8 111.00 5.69 11.14 -027297 190. 9.m .035 200. .OM 215. 6 16 0 -035 .WO 101.00 1960.00 .W 180.00 2140.00 n1o.o 23.6 713.6 651.7 %cNu 86.590 3301 I(y CHANGED )*IRE THAN HVIWS SECWO DEPTH NSEL CRIB USELK EG P PLOB PCH PROB HV HL OLQSS 1-BANK €LEV ACN TIME AROB VLOB vcn vRm XWL XNCH KK TUA R-BANK €LEV SLOPE XLOBL XLCH XLWR ITRIAL IOC XNR VTN ICCUT CORAR TDPYIO ENDST ELWIN SSTA urn 3302 WRYING: CWVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATID 6.02 3470 ENCROACHMENT STATIONS= 1950.0 2150.0 TYPE= 88.590 13.25 115.25 .OO 114.92 115.56 7810.0 1076.6 2356.3 13TI.1 247.8 707.0 891.5 191.9 .30 .uI .32 104.00 .28 36.5 110.00 4.34 .won3 3.33 185. 4.91 .035 175. 160. 3 0 .wo .035 0 .wo 102.00 1950.00 .W 200.00 2150.00 1 TARGET. 200.000 'SECNO 90.190 3301 HV CHANGED )*IRE THAW HVINS 3M2 YARNING: CONVEYANCE CHANGE WTSIOE OF ACCEPTABLE RANGE, KRATIO = .33 3470 ENCROACHMENT STATICUS= 1949.0 20110.0 TYPE= 90.190 12.07 115.07 A0 114.65 116.14 -20 -34 117.00 1.07 1 TARGET= 131.000 ~~ 1810.0 .O 7677.5 132.5 .O 918.1 26.5 197.1 37.1 112.00 .OW999 .a .oo 8.36 150. 160. 4.60 -000 .OM .035 0 .OW 103.00 1949.00 0 .OO 126.42 2075.42 ~~~ ~ .. . .. ~ ." " . . m. 3 'SECNO 92.190 3301 HV CHANGED )*IRE THAN HVINS 29 3302 WRYING: CONVEYANCE CHANGE OUTSIDE OF AKEPTABLE RANGE, KRATIO wm EYC~OACIMENT STATIONS. 1900.0 2054.0 TYPE= 1 TARGET= 92.190 13.49 116.49 .OO 116.15 116.711 14.5 T195.5 .O .29 .30 10.4 1801.2 1 A0 4.33 .035 .060 .o .W1216 .DO 200. 200. .wo 1%. 2 0 0 n1o.o SEM DEPTH CUSEL CRIUS MLK EG 0 aLm TIME vm Pen VCH moo MOB ALOE XNL ACH WCH XLOBR ITRIAL IDC UOPE XLmL XLC~ a01 W CHANCED WRE THAN HVINS 3302 WRYING: CONVEYANCE ClUNGE QnSlOE OF ACCEPTABLE RANGE. uIm nv XNR ICON1 KRATIO . 3470 ENCROACHMENT STATIONSs 1900.0 2040.0 TYPE= p1.040 11.54 116.54 .00 116.23 117.48 94.2 108.0 1183.3 .30 8.62 ma59 190. 7.68 185. 5.59 .035 .060 180. 2 0 n1o.o 931.5 6m.3 1 TARGET= .94 16.8 .035 0 -cy0 95.540 wm ENCROACHMENT STATIONS= 1900.0 2035.0 TYPE= 1 TARGET= 95.540 10.40 117.40 .OO 116.60 118.84 7810.0 1434.5 6133.1 242.4 157.7 625.7 31.0 1.44 .OW407 -31 9.09 9.80 7.83 .035 160. 150. .060 145. 2 0 0 .035 *LEU0 97.240 wm ENCRMCHHENT STATICUS* 1900.0 2030.0 TYPE= 1 TARGET. 97.240 10.07 119.07 7610.0 1727.6 5647.8 234.6 161.9 540.5 .W 119.36 120.86 1.79 25.8 .OlU36 .31 10.67 10.82 170. 9.08 .035 175. 2 .060 0 .035 0 rm. *SEW0 98.990 wm ENCROACWENT STATIONS= 1930.0 2040.0 TYPE= 1 TARGET= 98.m 10.60 121.60 7810.0 -0 7810.0 -0 .O 7L1.5 .OO 121.07 123.32 1.72 -0 . - . - . . . - 32 .OO 10.53 .w .015148 155. 1?5. 3 0 .wo 180. .060 0 " " . "" " .om *SECNO 100.740 SECW DEPTH CUSEL CRlUS USELK EG HV TIM a oLm vLm PCH vcn PROB ALOB XNL ACH XNCH WR vRm utm LLDPE XLmL XLCH XLOBR lTRlAL IOC ltwT 3301 HV CHANGED WRE THAN HVlNS 3302 WARNING: CCUVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE. KRATIO = um ENCROACHMENT STATIONS- 1910.0 m0.0 TYPE= 100.740 13.09 124.09 .W 124.05 124.93 .& 1 TARGET- 30 2.40 154.000 ./.I3 -16 106.00 . ._ 203.4 37;j 100000.00 -000 103.00 1900.00 .w 154.00 2054.00 ML HL MOSS TYI UTN ELMIN CORAR TOPUIO .44 140.000 209.4 .44 .26 .WO 105.00 38.4 .W 140.00 1.16 212.6 .20 38.9 .ooo 107.00 .OO 135.00 135.000 t30.000 1 .a8 215.6 .14 39.4 .ooo 109.00 .OO 130.00 . -. . . . . L-BANK ELEV I-BANK ELEV SSTA ENDST 111.30 112.00 2040.00 1900.00 112.00 112.00 2035.00 1900.00 114.00 114.00 2030.00 1900.00 2.44 .01 120.00 110.000 ziS.5 39.8 100000.00 .wo 111.00 1930.00 .w 110.00 2040.00 WL HL MOSS TW UTN ELMIN CCWR TOPUID I .71 1 .44 .18 140.000 L-BANK ELEV R-BANK ELEV SSTA ENOST 120.00 n1o.o 412.6 m.1 89.3 68.0 979.0 17.6 222.2 -32 6.07 40.3 120.00 7.47 -005155 155. 5.07 175. A35 .wo 180. .035 2 0 0 .000 111.00 1910.00 .00 140.00 2050.00 %EWO 102.740 3470 ENCXWCMEYT STATICINS= 1863.0 2062.0 TYPE= 1 TARGET= 159.000 102.740 10.07 125.07 -00 125.03 125.86 .79 .92 .01 118.00 .O 314.2 820.1 .33 8.57 6.24 .O 227.2 41.0 100000.00 .#yl22 .00 200. .035 200. 200. .060 .MO 2 0 0 .OO 159.00 2042.00 .000 115.00 1863.00 n1o.o 2691.7 5118.3 %Em lW.760 3470 EKRMCIIEYT STATICINS= lM1.O 2025.0 TYPE= 1 TARGET. 176.000 ~~~~~~~ ~~~~~~ 106.760 9.01 126.01 .00 125.90 126.74 .n .87 .01 120.00 7810.0 1816.9 5872.9 120.2 t29.9 895.3 22.7 232.4 .36 7.90 5.30 .035 .wo 41.8 120.00 6.56 .#y564 200. 200. 200. 0 0 0 .035 .OW 117.00 1851.00 .OO 174.00 2025.00 ~~~ "" . . . . . " . . . . . . . . . "."mt.t..t.. IIEC-2 UATER SURFACE PROFILES Vorrion 4.6.0; F.brwry 1991 p.m.. -...-..-. THIS RUN EXECUTED 5SEP91 15:02:09 WE- ASTERISK P) AT LEFT OF CROSS-SECTICIN WADER IYOIUTES HEESACE IN WRY OF ERRORS LIST W-YR FLOCOPLAIW, UITH WY PRINTOUT TABLE 100 SEWO EGLUC ELLC t 1.1~ 61.75 62.60 . 1.100 61.74 62.60 30.500 62.02 56.00 30.500 62.02 56.00 52.730 75.18 78.00 52.730 75.83 78.00 64.880 84.22 s.00 64.880 (14.22 85.00 100-YR FLaODPUIY, WITH SWAIIY PRIYTDUT TABLE 150 t t t t t . t t t t lECy0 -010 .010 1.100 1.100 2.- 2.W 5.000 5.000 6.210 6.210 XLCH -00 .00 110.00 1lO.W 170.00 170.00 220.00 220.00 121.00 121.00 ELTRD .00 .W 64.00 44.00 .00 .oo .w . 00 .oo .OO EMS -00 .00 66.24 66.24 .oo .oo .00 .00 ELLC . 00 .oo 42.60 42.60 .w . 00 .00 . 00 -00 -00 ELTRO WR PIIEIR 44.00 9850.00 . 00 44.00 9850.00 .00 58.00 4975.13 3110.91 58.00 6975.13 3110.91 81.00 7810.00 .00 81.00 m1om .00 88.00 7810.00 . 00 88.00 7810.00 .00 ELMIN 0 MEL 29.50 9850.00 36.16 29.50 9850.00 36.16 29.50 9850.00 39.22 29.50 9850.00 39.22 29.00 9850.00 39.94 29.00 9850.00 39.94 31.00 EOW.00 41.51 31.00 8080.00 41.51 31.50 8080.00 44.50 31.50 m.00 44.50 CLASS 2.00 2.00 30.00 30.00 1 .oo 1 .oo 2.00 2.00 CRIUS 38.16 36.16 .00 .oo 39.94 39.94 61.51 41.51 .00 . 00 H3 .OO .w .w . 00 .15 .ll .00 .00 EG 41.56 41.56 61.75 41.74 43.42 43.42 45.09 45.09 46.12 46.12 DEPTH MEL vcn 9.72 39.22 12.75 9.72 39.22 12.73 13.37 58.37 9.95 13.37 58.37 9.95 13.31 74.31 7.79 14.08 75.08 7.23 11.05 83.25 8.12 11.05 83.25 8.12 10.KS 74.41 74.41 46.68 45.10 58.59 58.59 68.89 68.89 22.98 22.98 EG 41.75 41.74 59.87 59.87 75.18 75.83 84.22 84.22 vcn AREA .OlK 14.79 666.17 1141.88 14.79 666.17 1141.118 12.75 772.45 1441.71 12.73 784.95 1466.67 15.17 726.63 1286.87 15.17 726.63 1286.87 15.42 566.03 973.47 15.42 566.03 973.47 10.26 824.31 1685.66 10.26 824.31 1685.66 31 7.580 137.00 7.m 137.00 9.150 157.00 9.150 157.00 12.200 305.00 12.200 305.00 14.650 245.00 14.650 245.00 17.190 254.00 17.190 254.00 19.1150 264.00 19.1150 W.00 21.510 168.00 21.510 168.00 22.810 130.00 22.810 lSO.00 25.410 260.00 25.410 260.00 25.860 45.00 25.860 45.00 27.160 130.00 27.160 1SO.W 28.040 88.00 28.040 88.00 29.180 114.00 29.180 114.00 30.120 94.00 30.120 94.00 30.500 38.00 30.500 38.00 31.160 66.00 31.160 66.00 31.940 78.00 31.940 211.00 33.140 120.00 33.140 120.00 34.960 182.00 34.960 182.00 36.160 120.00 36.160 120.00 38.cdo 192.00 =.OM 192.00 39.550 147.00 39.550 147.00 41.050 150.00 41.050 150.00 42.600 155.00 42.600 155.00 45.m 260.00 45.200 260.00 47.080 188.00 .W .00 .oo .oo -00 -00 .oo .OO .00 .OO .oo .OO .W .oo .00 .00 . .oo .W -00 .OO .OO .OO .oo -00 .oo -00 .oo .oo 58.00 58.00 . 00 .oo . 00 .oo .W .oo .oo -00 .OO .oo .00 .00 .OO .oo .oo .00 . 00 .00 .oo .oo .oo -00 .W .00 .00 .oo -00 .00 . 00 -00 .OO . 00 .W .00 .00 .oo .W .00 .oo -00 .oo .oo . 00 -00 .OO .oo .oo -00 .00 56.W 56.00 -00 .oo . 00 . 00 .oo -00 .oo .oo .00 .00 .OO .oo . 00 .00 .oo . 00 .00 -00 .OO .oo .00 32.30 8080.00 32.30 8080.00 33.40 8080.00 33.40 8080.00 35.50 8080.00 35.50 8080.00 36.00 8080.00 36.00 080.00 37.00 8080.00 37.00 8080.00 37.60 8080.00 37.60 8080.00 38.30 8080.00 38.30 8080.00 38.m 8080.00 38.70 m.00 39.80 8080.W 39.80 8080.00 39.90 8080.00 39.90 8080.00 42.50 8080.00 42.50 8080.00 43.00 8080.00 43.00 080.00 43.90 8080.00 43.90 8080.00 45.00 M8Ll.00 45.00 8080.00 45.00 8080.00 45.00 8080.00 46.20 8080.00 46.20 11080.00 47.00 8080.00 47.00 8080.00 48.20 11080.00 48.20 11080.00 48.90 8080.00 48.90 8080.00 49.60 8080.00 49.60 8080.00 50.20 8080.00 50.20 8080.00 50.80 8080.00 50.80 11080.00 51.70 m.00 51.70 m.00 52.70 no~0.00 52.70 8080.00 55.00 8080.00 55.00 11080.00 56.80 8080.00 32 44.66 44.66 45.66 45.66 46.42 46.42 47.80 47.80 48.30 48.30 49.09 49.09 49.27 49.27 49.58 49.58 49.91 49.91 51.19 51.19 52.79 52.79 54.95 54.95 56.23 56.23 55.98 55.98 58.37 58.37 59.56 58.31 59.55 60.17 60.52 61.38 61.17 62.14 62.11 63.03 62.37 63.20 64.90 65.00 66.42 67.10 66.72 67.45 69.12 69.56 70.39 43.17 43.17 .w -00 .00 .oo .w . 00 .00 .00 .OO .oo .w .W .OO .W . 00 .00 51.19 51.19 52.79 52.79 . 00 .W .00 . 00 . 00 . 00 . 00 . 00 .oo . 00 60.17 .00 60.52 60.86 61.17 .OO .00 .oo .oo . 00 64.90 65.00 .oo .00 .oo .w .oo . 00 .oo 46.73 46.73 47.33 47.33 48.26 48.26 49.02 49.02 49.54 49.54 50.07 50.07 50.39 50.39 50.63 50.63 51.41 51.41 54.77 54.77 56.39 56.39 57.26 57.26 57.84 57.86 58.77 58.77 59.87 59.87 60.22 60.26 60.49 62.37 61.57 62.95 62.64 63.49 63.08 63.86 63.70 64.34 66.32 67.07 66.81 67.69 67.62 68.48 70.21 70.85 71.38 36.25 36.25 26.06 26.06 29.59 29.59 19.10 19.10 21.02 21.02 14.08 14.08 16.29 16.29 16.92 16.92 28.31 28.31 72.41 72.41 74.67 74.67 41.60 41.60 26.26 26.26 54.22 54.22 20.71 20.71 31.85 11.43 23.55 38.56 25.33 27.06 32.31 23.86 18.51 13.35 29.66 21.76 29.36 37.49 24.18 27.47 80.41 68.70 85.44 88.09 53.27 11.64 768.21 1342.07 11.64 768.21 1342.07 10.51 889.81 1582.88 10.51 889.81 1582.68 11.04 836.21 1485.46 11.04 836.21 1485.46 9.21 1138.87 1868.80 9.21 1138.87 1646.80 9.11 1059.51 1762.38 9.11 1059.51 1762.38 8.12 1228.29 2153.70 8.12 1228.29 2153.70 8.54 987.42 2001.96 8.54 987.42 2001.w 8.44 1182.79 1964.31 8.44 1182.79 1964.31 9.83 822.14 1518.55 9.83 822.14 1518.55 15.19 538.17 . 949.55 15.19 538.17 949.55 15.22 530.93 935.04 15.22 530.93 935.04 12.18 667.14 1252.69 12.18 667.14 1252.69 10.18 793.95 1576.87 10.18 793.95 1576.87 13.41 602.53 1097.29 13.41 602.53 1097.29 9.95 9a.w 1m.a 9.95 m.w 1m.a 11.68 817.85 1431.78 7.62 1642.15 2390.28 13.03 834.03 1301.14 9.73 1424.49 1665.11 10.20 1449.42 1605.29 11.37 971.29 1530.93 10.41 1081.07 1421.46 9.71 9n.81 1654.21 8.58 1294.74 1878.05 7.82 1294.55 2211.15 10.42 1156.27 1483.53 9.54 1129.16 1731.99 11.35 1174.45 1491.27 12.91 875.83 1319.72 5.77 1673.89 1643.02 6.39 1323.95 1541.60 9.03 1143.49 901.08 8.79 1008.25 974.85 9.42 1037.25 874.13 9.0 922.22 060.88 7.94 1143.15 1107.05 47.0110 1110.00 49.480 240.00 49.480 240.00 51.830 235.00 51.830 235.00 KCWO XLCH 53.030 120.00 53.030 120.00 55.080 205.00 55.0110 205.00 59.330 425.00 59.330 425.00 6l.m 255.00 61"o 255.00 63.230 135.00 63.230 135.00 64.430 120.00 64.430 120.00 64.880 45.00 64.m 45.00 66.190 131.00 66.190 131.00 67.690 150.00 67.690 150.00 70.140 245.00 70.140 245.00 74.740 460.00 74.740 460.00 77.690 295.00 77.690 295.00 79.290 160.00 79.290 160.00 80.990 170.00 80.990 170.00 83.140 215.00 83.140 215.00 84.840 170.00 84.840 170.00 86.840 N)o.00 86.840 200.00 88.590 175.00 88.590 175.00 90.190 160.00 90.190 160.00 92.190 200.00 92.190 200.00 94.040 185.00 94.040 185.00 95.540 150.00 .00 .00 .w -00 .@I ELTRD 81 .oo 81 .oo .oo .00 .W .W .W .00 .00 . 00 .W .oo 110.00 88.00 . 00 .00 .oo .00 .OO . 00 .00 .oo .oo . 00 . 00 .00 .00 -00 .oo . 00 .w .oo .00 .OO -00 .oo -00 .00 .oo . 00 -00 . 00 .oo .00 .w .00 -00 .w ELLC moo 78.00 -00 -00 .W .00 -00 .OO .00 .oo .00 .W 85.00 85.00 .OO .oo .OO .oo .00 .oo . 00 . 00 . 00 .OO .W .OO .00 .oo .oo .OO .OO .00 .00 .00 .00 . 00 .OO .00 .00 .00 . 00 .OO .W 56.80 ME0.W 59.20 m.OO 59.20 8OM.00 61.00 7810.00 61.00 n1o.00 ELMIY Q 61.00 7610.00 61.00 7810.00 61.40 7810.00 61.40 7810.00 65.90 7810.00 65.90 7810.00 67.70 7810.00 67.70 7810.00 71.00 7810.00 71.00 mo.00 72.00 7810.00 72.00 7810.00 72.20 7810.00 72.20 mlo.oo 75.70 7810.00 75.70 7810.00 77.00 mo.00 77.00 7810.00 80.00 7810.00 80.00 7810.00 84.00 n1o.oo 84.00 7810.00 86.50 7810.00 86.50 7810.00 110.00 7810.00 88.00 mom 97.00 mom 97.00 7810.00 100.00 7810.00 100.00 7810.00 101.00 7810.00 101.00 7810.00 101.00 7810.00 101.00 7810.00 102.00 7810.00 102.00 7810.00 103.00 7810.00 103.00 m1o.w 103.00 mom 103.00 7810.00 105.00 7810.00 105.00 7810.00 107.w mo.00 70.83 72.92 72.74 74.30 75.10 WSEL 74.45 75.21 75.81 75 .97 78.97 79.69 79.34 80.28 80.73 81.25 80.85 81 .82 83.25 83.25 84.15 83.67 86.95 85.95 88.73 89.W 91.90 92.90 95.19 95.48 97.30 97.26 102.41 102.40 105.78 106.24 107.25 107.59 112.97 112.97 114.92 115.25 114.65 115.07 116.15 116.49 116.23 116.54 116.60 33 .oo 72.92 72.74 .OO .00 CRlW .00 .00 75.84 75.97 -00 -00 -00 .w .W .OO .OO .00 . 00 .00 83.67 .OO .w .W .00 . 00 . 00 .oo .00 .w .00 .00 102.41 102.40 .OO .OO 107.25 .00 112.97 112.97 .OO .OO .OO .00 .OO . 00 .00 . 00 . 00 72.10 57.05 74.51 111.98 73.90 93.71 75.18 31.38 75.05 24.91 EC 10.KS 75.30 50.08 75.94 24.16 77.31 108.39 77.92 131.50 79.33 24.43 80.19 26.15 80.59 74.33 81.39 69.22 81.31 34.22 82.25 57.38 82.52 100.19 83.12 67.94 84.22 43.63 84.22 43.63 85.17 131.12 85.78 278.46 87.81 R.05 87.10 120.41 89.26 63.55 90.07 117.50 93.50 122.17 94.01 64.59 96.85 134.30 96.97 114.14 98.49 74.35 98.56 79.23 103.67 281.82 104.03 348.47 106.47 71.56 107.03 69.13 109.25 199.18 108.88 218.45 114.86 272.97 114.55 230.59 115.17 7.03 115.56 7.53 115.79 77.20 116.14 69.99 116.78 12.16 116.38 9.05 116.86 45.09 117.48 63.59 118.50 146.58 8.45 980.25 1069.79 9.93 1035.30 834.68 11.00 810.96 763.57 7.79 1046.00 1394.30 7.22 1131.20 1564.90 VCH AREA .OlK 7.611 1061.07 1424.05 7.14 1142.90 1588.77 10.81 M8.84 750.18 12.01 732.90 681.07 5.02 1626.55 1580.06 5.48 1382.11 1527.20 7.62 937.77 905.88 8.02 945.44 938.71 6.14 1275.27 1335.15 7.85 975.83 1031.01 10.61 755.39 780.25 9.36 857.69 947.54 8.12 992.20 1182.41 8.12 992.20 1182.41 11.83 672.47 468.03 8.62 998.56 682.01 8.68 908.10 711.73 7.43 1049.88 920.07 5.67 1347.49 979.70 7.96 981.23 R0.51 9.91 774.11 706.58 7.89 932.26 971.79 10.06 765.21 673.93 9.55 813.59 731.01 9.00 854.41 877.41 8.75 894.53 905.77 10.15 763.90 418.38 9.15 867.96 465.22 6.13 1188.12 923.27 6.40 1129.29 939.35 10.45 778.47 528.42 10.28 762.41 553.38 10.41 787.63 505.62 11.14 710.85 472.71 3.15 2003.43 2946.61 3.33 1816.36 2845.M 8.65 925.54 888.116 8.36 946.43 933.53 3.77 2065.32 2596.43 4.33 1811.60 2239.75 6.29 1230.68 1163.12 7.68 1008.19 979.41 11.43 711.51 645.08 95.540 ' 150.00 .00 " 97.240 m.00 .00 97.240 170.00 -00 98.990 175.00 98.990 175.00 .00 .00 100.740 175.00 100.740 175.00 .00 .W - - 102.740 200.00 102.760 200.00 -00 .00 101.740 200.00 101.740 200.00 .00 .00 " too-n FUXIDPLAIN, YITH - WY PRINTM TABLE 150 - . . . . . * . . . . . . . . SECYO P .010 9850.00 .010 9850.00 1.100 9850.00 1.100 9850.00 2.800 9850.00 2.800 9850.00 5.000 MM.00 5.000 6080.00 6.210 MM.OO 6.210 MM.00 7.580 MM.00 7.580 MM.OO 9.150 IKu10.00 9.150 8080.00 12.200 11080.00 12.200 8080.00 14.650 MM.00 14.650 MM.00 17.190 8080.00 17.190 0.00 19.830 8080.00 19.830 MM.00 21.510 MM.OO 21.510 8080.00 22.810 MM.00 22.810 MM.OO 25.410 IKu10.00 25.410 8080.00 25.860 8080.00 25.860 8080.00 27.160 "0.00 27.160 8080.00 28.040 8080.00 28.040 MM.00 .00 107.00 7810.00 117.40 .00 118.84 94.07 .00 109.00 7810.00 119.36 .DO 120.58 91.14 .00 109.00 7810.00 119.07 .00 120.86 132.36 -00 111.00 7810.00 121.07 .00 123.09 190.78 .oo 111.00 7810.00 121.60 .00 123.32 151.48 .oo 111.00 mom 124.05 .OO 124.88 51.40 .00 111.00 7810.00 124.09 .00 124.93 51.55 .00 115.00 7810.00 125.03 .OO 125.79 39.15 .oo 115.00 n1o.w 125.07 .00 125.86 41.22 CWEL 38.16 38.16 39.22 39.22 39.% 39.94 41.51 41.51 44.50 44.50 44.66 44.66 45.66 45 .66 46.42 46.42 47.80 47.80 48.30 48.30 49.09 49.09 49.27 49.27 49.58 49.58 49.91 49.91 51.19 51.19 52.79 52.79 54.95 56.95 DIFUSP .oo .00 .00 .00 . 00 .oo .OD .00 . 00 .00 . 00 . 00 . 00 .Do .OO .00 . 00 .oo .00 .00 . 00 . 00 .oo .OO -00 .00 .oo .00 .00 .W . 00 .OO .00 .00 .oo 117.00 mom .00 117.00 7810.00 DIFUSX . 00 . 00 1.06 1.06 .R .R 1.57 1.57 2.98 2.98 .17 .17 1.00 1 .oo .76 .76 1.38 1 .u) .50 .50 .79 .79 .18 .18 .31 .31 .34 .34 1.28 1 .a 1.60 1.60 2.16 2.16 125.90 .00 126.66 48.00 126.01 .00 126.74 45.64 DIFM TOPWID XLCH .w 100.00 . 00 .w 100.00 .oo .oo 100.00 110.00 .OO 120.41 110.00 .oo 125.00 1n.w .w 125.00 1moo .00 83.82 220.00 .w 63.82 220.00 .oo 112.00 121.00 .oo 112.00 121.00 .OO 10.00 137.00 .00 180.00 137.00 .00 180.00 157.00 .00 180.00 157.00 .OO Mo.00 305.00 .OO 200.00 305.00 .oo z7o.oo 245.00 .oo 270.00 245.00 .OO 286.18 254.00 .OO 286.18 254.00 .00 281.90 264.00 .w 281.90 264.00 .W 143.63 168.00 .00 143.63 168.00 .OD 259.03 130.00 .00 259.03 130.00 .w 110.89 260.00 .OO 110.89 260.00 .00 84.81 45.00 .00 84.81 45.00 .00 75.13 130.00 .MI 75.15 130.00 .OO 93.71 88.00 .OO 93.71 88.00 9.80 814.42 805.22 9.20 1184.59 818.10 10.82 728.20 678.84 11.41 685.64 565.43 10.53 741.52 634.56 7.43 1075.58 10119.34 7.47 1064.54 1087.81 6.26 1153.10 1248.25 6.24 1134.32 1216.46 6.67 1131.69 1127.30 6.56 1147.79 1156.10 34 . * . . . . . 29.180 m.OO 29.m m.w 30.120 6080.00 30.120 m.00 30.500 6080.00 30.500 m.00 31.160 8080.00 31.160 6080.00 31.940 8080.00 31.940 6080.00 33.140 m.00 33.140 8080.00 34.960 8080.00 34.960 m.00 36.160 8om.00 36.160 8080.00 38.080 m.OO 38.080 m.OO 39.550 8080.00 39.550 8080.00 41.050 8080.00 41.050 8080.00 42.600 m.00 42.600 8080.00 45.200 8060.00 45.200 W.00 47.080 8080.00 47.080 8060.00 49.w 8080.00 49.w 0080.00 51.830 7810.00 51.830 7810.00 SECWO P 53.030 7810.00 53.030 7810.00 55.080 7810.00 55.080 7810.00 59.330 7810.00 59.330 7810.00 61.680 7810.00 61 .W 7810.00 63.230 7810.00 63.230 7810.00 64.450 7810.00 64.450 mo.00 64.m 7810.00 64.m 7810.00 66.190 7810.00 66.190 7810.00 67.690 7810.00 56.23 56.23 55.98 55.98 58.37 58.37 59.56 58.31 59.55 60.17 60.52 61.38 61.17 62.14 62.11 63.0) 62.37 63.20 64.90 65.00 66.42 67.10 66.72 67.45 69.12 69.56 m.39 m.83 72.74 72.92 74.30 75.10 MEL 74.45 75.21 75.84 75.97 78.97 79.69 79.34 80.28 80.n 81.25 80.85 81 .82 83.25 83.25 84.15 83.67 85.95 .OO .00 .OO .oo .oo .oo -1.26 .00 .OO .62 .00 .86 .oo .97 .OO .93 .oo .e2 .w .10 .OO .68 .Do .74 .oo .44 . 00 .64 . 00 .18 . 00 .80 Dl FYSP .oo .76 . 00 .13 .OO .72 .94 .00 .52 .00 .W .98 .OO .W .00 - A9 .OO 1.27 1.27 -.25 -.25 2.39 2.39 1 .20 "06 -.01 1 .86 1.21 .97 -65 .76 .94 .E9 -27 .16 2.53 1 .80 1.52 2.10 .29 .35 2.40 2.11 1.27 1.27 2.35 2.09 2.19 1.57 DlfYSX .14 .ll 1 .LO .76 3.12 3.71 .59 .38 1.39 .97 .12 .57 2.40 1.43 .90 .41 1.79 .W 96.59 114.00 .00 96.59 114.00 .00 79.95 94.00 -00 79.95 94.00 .OO 179.00 38.00 .00 179.00 38.00 -1.26 166.00 66.00 .OO 500.00 66.00 .OO ~5.00 78.00 -62 195.00 78.00 -00 578.00 120.00 .M 193.00 120.00 .00 440.00 182.00 .97 190.00 182.00 -00 3M.11 120.00 .93 248.00 120.00 .OO 400.00 192.00 .82 245.00 192.00 .00 400.00 147.00 .10 210.00 147.00 .00 492.02 150.00 .68 223.00 150.00 .w 470.m 155.00 .74 221.00 155.00 .00 m.37 260.00 .44 217.00 260.00 .00 338.99 1118.00 .44 220.00 lM.OO .00 426.62 240.00 .18 220.00 240.00 .OO 105.22 235.00 .BO 108.41 235.00 Dl FKUS .00 .?6 .00 .13 -00 -72 .94 . 00 . 00 .52 .oo .98 . 00 . 00 . 00 - .49 .00 35 TOPYID 105.79 108.84 275.18 3m.48 1m.00 200.00 130.00 182.65 240.94 125.00 103.25 107.19 112.15 112.15 399.86 160.00 175.16 XLCH 120.00 120.00 205.00 205.00 425.00 425.00 255.00 255.00 135.00 135.00 120.00 120.00 45.00 45.00 131 .OO 131 .OO 150.00 " . . - . . - . . . . .- . . 67.690 m.140 m.140 74.740 74.740 77.690 77.690 79.m 79.290 80.990 80.990 03.140 03.140 84.840 84.840 86.840 86.840 88.590 88.590 90.190 90.190 92.190 92.190 94.040 94.040 95.540 95.560 97.240 97.240 98.990 98.990 100.740 100.740 102.740 102.740 104.740 104.740 7810.00 n1o.w mom n1o.w n1o.oo 7810.00 7810.00 n1o.oo n1o.w 7810.00 7810.00 mom m1o.w 7810.00 mo.00 m1o.w 7810.00 nlo.00 7810.00 n1o.w 7810.00 7810.00 n1o.w n1o.oo 7810.00 7810.00 7810.00 7810.00 7810.00 7810.00 n1o.00 n1o.oo n1o.oo mo.00 7810.00 86.95 88.73 09.09 92.90 91 .90 95.19 95.48 97.30 97.26 102.41 102.40 105.78 106.24 107.25 107.59 112.97 112.97 114.92 115.25 114.65 115.07 116.15 116.49 116.54 116.23 116.60 117.40 119.36 119.07 121.07 121.60 124.05 124.09 125.03 125.07 125.90 126.01 1.01 3.29 1.01 .00 -35 2.78 2.13 .35 .OO .00 1.00 3.17 .OO 3.81 1.00 .00 - .29 3.58 2.29 -.a .oo -.DL -00 2.07 1.82 -.ob .00 .00 5.11 -.01 5.14 -.01 .00 -00 3.37 .4b .00 3.85 .4b .W 1 A7 .% .w 1.35 .x .00 .OO 5.72 5.38 .OO , .00 .00 .51 2.28 1.95 .DO .51 -00 - .26 .41 .w -.19 .41 .W 1.50 .x .00 1 A2 .Y .OO .31 .w .05 .W .31 . 00 .37 .80 .00 .Lib .80 .oo -.a 2.76 1.67 - .28 .00 .oo .53 2.53 1.71 .oo .53 .00 2.93 .04 . 00 2.49 .04 -04 .00 .98 . 00 .99 .04 .OO .a7 .ll . 00 .93 .11 WY OF ERRORS AND SPECIAL NOTES CAUTION SECNOI WlM SECNOI -010 PROFILE= 1 CRITICAL DEPTH ASSWED .010 PROFILE= 2 CRITICAL DEPTH ASSWED WlON SECNOI 1.100 PROFILE. 1 HYDRAULIC JWP O.S. CAUTION SECNOI 1.100 PROFILES 2 HYORAULIC JWP 0.5. CAVTION SECNOI 2.800 PROfILEI 1 CRITICAL DEPTH ASSWED CAUTION SECNO. 2.800 PROFILES 1 MINIM SPECIFIC ENERGY CAUTION SECND. CAUTION SECNOI 2.800 PROFILE= 2 CRITICAL DEPTH ASfUlEO 2.m PROFILE. 2 MINIM SPECIFIC ENERGY CWTIM SECNOI 5.000 PROFILE= 1 CRITICAL DEPTH ASMO CWTlM SECNOI 5.000 PROFILE= 1 MINIM SPECIFIC ENERGY CAUTIM SECNOI 5.000 PUOFILE. 2 CRITICAL DEPTH ASMO 160.00 309.19 185.00 166.62 160.00 165.64 150.00 183.76 130.00 354.11 245.00 318.22 230.00 249.51 150.00 274.99 180.00 293.18 200.00 144.91 126.42 226.48 154.00 254.79 140.00 149.69 135.00 195.72 130.00 110.00 113.22 140.00 156.72 1m.w 159.00 176.77 174.00 150.00 245.00 245.00 460.00 460.00 295.00 295.00 160.00 160.00 1m.w 1m.w 215.00 215.00 1m.w 1m.w 200.00 200.00 175.00 175.00 160.00 160.00 200.00 200.00 185.00 185.00 150.00 150.00 1m.00 m.00 175.00 175.00 175.00 175.00 200.00 200.00 200.00 200.00 36 WRNING YmoI WTlON YCNO; CAUTION SECNO; WRYING SECNO; WRYING SECNO. CAUTION SECNO; UUTlCU SECNO; UUTIOY SECNO; WIDY SECNO; WION YCW WTION KCNO; WRYING SECNO; WRYING SECNO; WTIDY KCYO. WYING SECYO; WIOY SECWOS WTION SECW WTION KCNO; WTlON SECNO; UUTIOY SECW YARNING SECNO; WRYING SEW- UARNING SECNO; UARNING SECNO; WARNING YCNO. WARNING SECNO. WARNING SECNO. WARNING YCNO= UARNING SECNO; YARNING SECW UARNING SECNO. WRYING SECNO= 66.190 PROFILE= 66.190 PROFILES 66.190 PROFILE= 67.690 PROFILE= T1.W PROFILE= 80.990 P(LOFILE= 80.990 PROFILE= 80.990 PROFILE= 80.990 PROFILE= 80.990 PROFILE= 80.990 PROFILE= M.140 PROFILE= M.140 PROFILE= 84.840 PROFILE. 84.840 PROFILE= 84.840 PROFILE= 86.840 PROFILE. 86.1140 PROFILE* . 86.840 PROFILE= 86.840 PROFILE= 88.590 PROFILE= 88.590 PROFILE= 90.190 PROFILE* 90.190 PROFILE= 92.190 PROFILE. 92.190 PROFILE= 94.040 PROFILE= 94.040 PROFILE= 95.540 PROFILE= 98.990 PROFILE= 100.740 PROFILE= 100.740 PROFILE= 1 COUVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CRITICAL DEPTH ASSWED 2 WINIIUI SPECIFIC ENERGV 2 COUVEVANCE CHANCE OUTSIDE ACCEPTABLE RANGE 2 CONVEVANCE CHANCE CUTSIDE ACCEPTABLE RANGE 1 CRITICAL DEPTH ASSWD 1 PROBABLE MINIM SPECIFIC ENERGV 1 20 TRIALS ATTEMPTED TO BALANCE USEL 2 CRITICAL DEPTH ASSUIEO 2 PRWLE MINIM PECIFIC ENERGY 2 20 TRIALS ATTEWPTED TO BALANCE USEL 1 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CDUVEVANCE CHANCE OUTSIDE ACCEPTABLE RANGE 1 CRITICAL DEPTH ASSWED 2 CDUMVANCE CHANCE OUTSIDE ACCEPTABLE RANGE 1 WlNlM SPECIFIC ENERGY 1 CRITICAL DEPTH ASSWED 1 WINIIUI SPECIFIC ENERGY 2 CRITICAL DEPTH ASflllED 2 WINIIUI SPECIFIC ENERGY 2 COUVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONMVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEVANCE CHANGE OUTSIDE ACCEPTABLE RANGE FLaDYAY DATA, 100-YR FLOODPLAIN, WITH PROFILE YO. 2 STIT I ON 1.100 .OlO 2.600 6.210 5.000 9.150 7.580 12.200 14.650 17.190 21.510 19.830 22.810 25.410 25.860 27.160 28.040 30.120 29.180 30.500 31.160 31.940 33.140 34.w 36.160 38.080 39.550 41 .MO 42.600 45.200 47.080 49.480 51.830 53.030 55.080 59.330 61 .W 63.230 64.430 64.00 66.1W 67.690 70.140 77.690 74.740 80.990 79.290 83.140 84.840 86.840 M.590 90.190 92.190 94.040 95.540 91.240 WIDTH 100. 120. 125. 112. 84. 180. 200. 180. 286. 282. 259. 144. 111. 85. 94. 97. 80. 179. 166. 1%. 193. 248. 190. 245. 210. 223. 221. 217. 220. 220. 108. 109. 170. 200. 125. 130. 107. 112. 160. 160. 185. 160. 150. 245. 130. 230. 150. 200. 180. 126. 154. 140. 135. 130. 270. 75.. lM.7M 140. 98.990 .llO. . . . . . . . 102.740 159. 104.740 174. . ." 666. 785. 727. 566. 824. 768. 890. 836. 1139. 1060. 1228. 987. 1183. 822. 538. 667. 531. 794. 603. 929. 818. 834. 971. 973. 1295. 1129. 1324. 876. 1008. 922. 980. 1131. 841. 1143. 1382. 733. 945. 976. 858. wz. 1050. 672. 981. 932. 854. 765. 1129. 764. 762. 711. 1846. 946. 1812. 1W. 814. 728. 742. 1065. 1134. 1148. ~ " Normal program tcnimtim 14.8 12.5 13.6 14.3 10.5 9.8 9.1 9.7 7.1 7.6 6.6 6.8 8.2 15.0 9.8 15.2 12.1 10.2 13.4 8.7 9.9 9.7 8.3 6.2 8.3 9.2 7.2 6.1 8.0 8.8 8.2 9.6 6.9 6.8 10.7 5.7 8.3 8.0 9.1 7.9 11.6 7.4 8.0 8.4 10.2 9.1 10.2 6.9 10.2 11.0 4.2 4.3 8.3 7.7 9.6 10.7 10.5 6.9 7.3 6.8 38.2 39.2 39.9 44.5 41.5 44.7 45.7 46.4 47.8 u1.3 49.1 49.6 49.3 49.9 51.2 52.8 55.0 56.2 56.0 58.3 58.4 60.2 61.4 62.2 63.0 63.2 65.0 67.1 67.4 69.5 70.8 72.9 75.1 75.2 80.2 79.7 81 .2 81.8 83.3 83.7 86.9 89.1 92.9 95.2 97.3 102.4 106.3 107.5 113.0 115.2 116.5 115.1 116.5 117.4 119.1 121.6 125.0 124.1 126.0 75.9 38.2 39.2 39.9 41.5 44.7 44.5 45.7 46.4 47.8 48.3 49.1 49.3 49.6 49.9 51.2 52.8 55.0 56.2 56.0 58.4 59.6 60.5 59.6 61.2 62.1 6b.9 62.4 66.4 66.7 69.1 72.7 74.3 74.4 79.0 79.3 80.7 80.8 83.3 84.2 85.9 M.7 91.9 95.5 97.3 102.4 107.2 105.8 113.0 114.9 114.7 116.2 116.2 116.6 119.4 121.1 125.0 124.1 125.9 70.4 75.8 .O .O .O .o .O .O .O .O .O .O .O .O .o .O .O .O .O .O .O .O -1.3 .6 1.0 .9 .9 .8 .1 .7 .7 .4 .4 .z .8 .8 .1 .7 .9 1 .o .5 .O - .5 1 .o 1.0 .4 -.3 .O .O .5 .O .3 .3 .4 .3 .a .3 -.3 .5 .O .O -1 39 - FLOODPLAIN FOR EXISTING CONDITIONS P.."."..rn.."" IIEC-2 WTER SURFACE PROFILES . -. . Versim 4.6.0; Febrbrrury lW1 t RUN DATE MAUG9l TIME 13:25:45 . . - """ x XmOUYYmaX x xx x xx xx X xx max X .. .... amomaax x max max x xx X x xx X x xmooo(xmax xx X xxxxxxx .. .............................................. .............................................. .............................................. .............................................. ... ... ... ... ... ... FULL MICRO-COIIPUTER IMPLEHENTATIDW ::: ... ... ... ... .............................................. .............................................. .............................................. .............................................. 37 Brookside Rwd Uatcrtury, Cmcticut 067011 (203) 755-1666 11 AWA HEDIDWDA CREEK, URLSBAD 12 CROSS SECTIWS ARE LWKIWG UPSTREAM, YlTH THALUEG AT STATIDW 2000 13 100-YR FLWOPLAIN FOR EXISTING CDWDITIDWS Jl ICHECK IN0 MlYV lDlR STRT METRIC HVINS P USEL FP 2 -1 40.0 JZ YPROF IPLOT PRFVS XSECV XSECH CY ALLDC IBU CHNIM ITRACE -1 -1 PT 2.0 9850 YC 0.06 0.06 9850 5000 ET 9.1 0.03 0.3 0.5 9.1 1950 2050 x1 0.01 GR 44.0 8 l5UO 1950 38.0 2050 1950 GR 31.0 31 .O 2035 38.0 1p65 29.5 2050 2000 44.0 30.0 2100 2015 DOUWSTREAM FACE OF EL CAMIWO REAL BRIDGE s0 El x1 x2 ET x1 GR GR PT x1 ET GR GR Ga ET x1 011 GR GR GR ET x1 GR GR bR GR ET x1 GR GR GR GR GR ET x1 GR GR GR OR GR ET x1 GR GR w( GI GR x1 ET GR OR GR GR GR ET x1 GR GR GR GR GR OR ET x1 1.05 1 .8 3.0 150 9.1 1.10 WSTREAU FACE OF EL cu(IW0 REAL MIDGE 2.80 40.0 32.0 3 5.00 43.0 31 .O 43.3 6.21 32.0 44.0 44.0 45.0 44.0 7.58 32.3 44.7 45.5 9.15 46.0 44.0 36.0 45.1 45.8 12.20 46.0 46.8 35.5 46.6 47.0 14.65 48.0 48.0 40.0 47.2 49.4 17.19 49.4 49.4 40.0 48.5 50.0 19.113 50.0 48.0 46.0 40.0 51.3 52.0 21.51 9.1 9 2009 1935 a080 9.1 12 1947 2000 2173 9.1 17 186E 2003 21 98 2474 9.1 19 2000 1760 2145 2497 9.1 22 1637 2022 1960 2300 2493 9.1 1507 22 2000 1847 2264 2463 9.1 1457 25 1759 2092 1979 2390 9.1 1226 24 1644 1964 2107 2443 9.1 26 1183 1953 1591 2038 2333 24% 9.1 29 1 9.1 40.0 1960 34.0 a080 1963 9.1 42.0 44.0 32.0 9.1 1973 44.0 34.0 44.3 43.9 9.1 1968 44.3 34.0 44.0 49.5 9.1 1960 46.0 36.0 42.0 45.2 44.5 1949 9.1 46.8 46.0 36.0 46.7 46.4 9.1 48.7 1972 47.0 38.0 48.0 48.0 9.1 1951 49.5 48.7 38.0 49.1 54.0 1953 9.1 50.0 48.0 40.0 48.0 51.7 1951 9.1 42.6 2036 2024 1960 4100 2032 2006 1963 2264 2056 2038 1966 2285 2531 2053 1827 2007 2235 2497 2045 1976 2045 2391 2552 1703 2032 1559 1942 2009 2327 2525 2062 1508 1626 2152 1989 2475 2054 1297 1736 2161 1973 2443 2053 1244 1966 1669 2583 2053 2054 m 110 44 190 34.0 40.0 36.0 230 34.0 125 42.0 44.6 42.0 145 44.7 36.0 44.5 45.5 46.0 1 65 34.0 44.0 45.5 305 47.6 44.0 44.0 46.9 49.3 245 46.0 36.0 48.8 52.0 49.5 254 48.0 37.0 49.5 50.0 50.0 262 48.0 38.0 50.0 52.0 150 4 110 164 2036 1975 190 1977 2032 113 1973 2056 2373 18% 120 2035 26W 2308 145 1770 1996 2441 2052 1612 302 2032 1949 2394 1559 245 1894 2000 2213 2475 1369 254 1628 2000 2245 2444 1306 266 1748 1973 2106 2434 185 2 1020 110 32.0 42.0 rm 220 42.0 34.0 32.0 121 44.0 45.0 44.0 137 42.0 45.0 44.4 157 46.0 33.4 44.5 45.8 47.3 305 38.0 46.0 47.0 245 49.2 45.3 38.0 48.0 48.0 254 49.5 46.0 38.0 50.0 50.0 264 49.3 48.0 37.6 50.4 56.0 168 2 lW2 2w 2049 196.4 1996 2078 2473 1968 2053 2382 2560 2000 1837 2131 2492 1690 1Wl 2107 2462 1619 1941 2042 2476 2254 1460 2022 1914 2329 2506 1401 1845 2000 2181 2434 29.5 1950 1935 -2.5 31.5 1wO 32.0 42.7 1966 43.6 31.5 49.0 1920 34.0 44.0 45.2 1920 45.0 34.0 45.0 49.8 1900 47.1 48.0 36.0 51.0 1830 49.0 44.0 46.0 48.7 48.0 1800 49.4 46.0 48.0 50.0 1800 48.7 46.6 38.0 50.9 52.0 1800 29.5 2050 2060 2000 2050 2002 1995 2078 2000 2161 2473 2100 2w 1992 2439 2100 1898 2005 2210 2492 2100 1768 21 76 1970 2462 2100 1679 1972 2062 2541 2322 1552 2054 1951 2386 1496 2028 1931 2257 2435 a GR GR GR GR GR GR x1 ET w GR 611 GR GR w ET x1 OR GR w GR GR GR GR GR x1 ET w la GR GR GR GR 6R 61 x1 ET w w w 511 GR GR GR GR x1 ET GR GR w GR GR GR GR GR ET x1 w GR 6R w GR 6R GR GR ET x1 GR 50.0 47.1 48.7 38.3 51.0 54.0 22.81 49.0 50.0 48.0 38.7 60.0 53.3 25.41 52.0 52.0 54.0 50.0 39.8 56.0 56.0 52.4 25.86 50.9 52.0 54.7 42.0 44.0 56.6 56.0 57.8 27.16 55.3 54.0 54.0 54.0 44.0 58.0 58.0 57.0 28.04 54.7 56.0 56.0 46.0 58.0 57.7 55.2 59.0 29.18 58.3 59.3 58.0 48.0 46.0 59.0 58.0 60.5 1076 1504 ZOO0 1861 2163 2504 9.1 1040 28 1437 Zoo0 1810 2256 2591 9.1 797 36 1541 1212 1887 2000 2188 2548 2752 9.1 36 1326 873 1667 1985 2021 2324 2761 9.1 39 800 1010 1310 1666 2020 1936 2289 2718 9.1 805 36 1200 1640 2029 1956 2280 2795 9.1 818 36 1640 1245 1973 2023 2605 2240 2803 2701 2670 48.0 50.0 48.0 39.0 52.0 58.0 9.1 1955 49.9 48.5 48.0 40.0 54.6 56.0 9.1 1952 52.0 56.0 51.3 40.0 50.0 56.0 56.0 9.1 19R 52.0 50.4 53.3 42.0 54.0 56.0 60.0 9.1 1958 54.7 56.0 54.0 54.0 56.0 46.0 57.0 62.0 9.1 1956 55.3 56.0 56.0 46.0 54.0 57.1 58.0 1953 9.1 59.2 58.0 59.1 46.0 48.0 58.0 60.0 1937 11R 1573 1937 M29 2231 2504 2060 1138 1495 2037 1867 2328 2592 am 1292 18W 1607 2012 2247 2629 2053 967 1411 1761 1w2 2053 2423 2701 2045 855 1078 1387 1742 1958 2029 2371 2718 2048 1280 882 1R2 2048 1983 2373 2713 2051 910 1326 1737 1980 2033 2326 2663 50.0 47.7 46.0 40.0 52.2 54.0 49.8 127 48.0 48.0 50.0 56.5 54.0 265 52.0 50.7 57.5 42.0 50.0 56.0 56.0 52 52.0 52.2 52.0 40.0 56.0 56.0 56.0 135 54.0 54.0 53.2 46.0 56.0 56.0 57.0 58.0 56.0 91 56.0 56.0 44.0 56.0 56.6 60.0 60.0 121 58.0 58.5 44.0 56.0 56.8 61 .O DOWNSTREAM FACE OF RANCHO URLSBAO BRIDGE 9.1 9.1 30.12 70 26 1963 2043 600 60 755 100 58 2163 1657 1269 1951 2038 2310 2505 137 1236 1553 2060 1925 2405 2670 253 w5 1373 1687 2040 1952 2307 2690 1062 48 1465 11155 2125 1994 2495 2702 125 1082 910 1462 1778 1979 2045 2719 2453 88 960 1373 1803 2066 1993 2464 2721 1003 107 1388 1Bu 1W3 2051 2373 2703 89 870 3 50.0 bO.0 47.5 48.0 52.3 54.6 49.7 130 48.0 46.0 51.0 55.0 52.0 260 50.0 42.0 56.0 54.0 56.0 60.0 52.0 45 54.0 39.9 52.0 56.6 60.0 56.0 53.3 130 54.0 52.3 56.0 44.0 58.0 56.5 58.0 88 56.0 56.0 56.0 43.0 58.0 64.0 56.0 114 59.8 58.0 43.9 58.0 58.0 57.4 65.0 94 60 1366 1741 2054 1964 2389 25 74 1335 1955 1638 2498 2122 1046 1454 1m 2387 2075 2690 1970 1157 1520 2000 1953 2175 2567 2702 975 1158 1538 1878 1988 2552 2120 2763 1040 1466 1885 2000 2560 2lG9 2R1 1083 1450 1931 2000 2460 2703 2070 1179 49.3 47.3 39.0 50.0 52.5 1800 49.3 48.0 40.0 52.0 56.0 1950 52.0 52.0 55.0 40.0 55.4 56.0 56.0 1920 51.5 50.0 56.0 40.0 57.2 56.0 56.0 1920 54.0 54.0 54.0 42.5 58.0 58.0 56.0 1920 56.0 56.0 58.0 44.0 58.0 60.0 55.6 1920 59.6 58.0 44.0 58.0 58.0 58.0 61 .O 1920 60 1435 1801 2096 2469 19m 1386 1 R4 1965 2184 2591 1129 1512 1836 1979 2140 2468 2691 1241 1573 2005 1972 2226 2640 2703 2100 1005 1234 1590 2000 1919 2195 265 1 21 00 1559 1120 1912 2007 2190 261 5 2722 2100 1166 1545 2003 1953 2155 2548 2704 2100 1282 OR - GR 60 1542 60 66 lW.1 1818 66 I996 58 u 1919 1996.1 45 56 1963 1996.9 66 45 46 60 1984 1097 ~. ." .~ .. 45 2009 45 m.1 66 2022.1 46 56 2043 58 ZOPB zow.8 "" ._ 46 2009.9 58.8 2152 .. 2022 2270 .. . . GR GR OR 61 2798 1.2 1.50 9.1 WSTRW FACE OF 30.50 3 7.1 38 1.7 - ET ss 1930 385 ZOBO 0 38 1890 45 2100 45 RANCHO URLbsAO BRIDGE 1 38 56 58 x1 - x2 x3 38 2098 60 60 58 58 58 58 1919 60 1262 60 58 66 1446.1 1919 58 58 46 56 1996.9 2009.1 m 0 755 -26 1179 600 1818 1996.1 1446 2009 0 am 1542 1WT 58 60 IT BT IT ' BT ST IT IT - " 58 58 58 58 56 56 56 16 56 1456 45 45 1997 2009.8 . _- 2009.9 58 56 2022 58 56 2022.1 58 46 2043 58 am 60 "". . 2152 583 YC ET x1 OR OR GR GR OR bR 835 31.16 70.0 58.9 48.0 58.4 58.0 60.0 -035 9.1 29 686 1002 1116 2020 lo48 ZUIB .030 7.1 9.1 1920 66 1700 2200 01 1 1963 65.0 60.0 58.0 59.7 56.0 59.0 2053 7u 60.0 65 60.0 59.4 56.0 60.0 56.0 72 806 1174 2118 1963 2573 1600 583 60.0 59.1 858 1255 1692 57.8 60.0 58.8 1094 1500 1913 2033 . ._ 1335 2000 1784 2295 _.. 48.0 56.0 75.0 2203 1981 2601 66.2 57.0 ET x1 31.94 9.1 28 7.1 9.1 1900 2095 1800 2305 2023 69 87 60.0 803 58.0 78 GR 57.1 835 1059 57.5 1159 57.3 897 56.6 58.0 1259 58.1 1x9 58.3 1UO WO GR m.o 735 OR 58.4 OR 58.0 1531 58.5 1621 58.7 1712 58.8 1970 b8.0 lppo 2000 48.0 2010 58.4 GR 58.0 47.0 2043 57.0 2137 56.0 56.0 2023 GR 59.0 2457 60.0 2532 2232 57.0 2307 58.0 75.0 2567 2382 ET X1 33.14 9.1 7.1 27 1973 9.1 1900 2093 1800 2378 2026 112 125 12n - - ~~ ~ OR m.o 7% 60.0 "" . .- . " 858 WI 57.1 1098 58.0 1186 57.3 949 57.5 56.6 1183 1013 ER 58.5 58.0 1268 58.2 1365 1560 58.7 1657 58.3 1462 6R 58.0 58.8 1973 50.0 1986 1756 59.0 48.2 2000 50.0 1852 58.5 2013 1912 58.0 2026 ." ER 58.0 2048 GR 60.0 58.4 2493 75.0 2137 2528 58.8 2226 59.2 2315 59.6 ZLOL ~ ~~ ET x1 34.96 9.1 27 7.1 9.1 1935 2025 1Lwo 2oM 1760 2200 1 93 863 180 60.0 182 923 SR 57.1 58.0 953 1159 57.5 1236 57.3 1018 58.0 1313 60.0 56.6 1083 lL1l 60.0 WI m.o 1830 2078 1700 2100 ET x1 GR OR GR OR OR 38.08 60.6 60.7 50.2 m.o 9.1 22 7.1 9.f 60.0 197 60.9 60.0 60.0 1140 1M 1553 1840 192 2085 1221 1980 16Ll 2102 1700 60.4 61 .O 21 w 1302 1730 1993 2173 ." 1960 62.0 60.8 60.3 52.0 2035 1050 1465 2012 1883 ... 10Ti 1383 2000 1806 2245 60.2 60.9 54.0 62.0 2035 1960 52.0 63.5 65.0 75.0 2272 ET x1 6R oil P - YE ET x1 6R P 6R 6R - - 39.55 9.1 110.0 16 1489 62.7 52.0 1853 2007 75.0 2254 1972 7.1 2021 9.1 157 140 1880 mpo 1750 2150 63.5 168s 63.1 1 761 147 70.0 1582 64.0 lM6 62.4 1902 62.0 62.0 2021 63.8 1972 m7 ~~~~ "" "" "" 52.0 lWl 50.8 64.4 2000 .. .. "" .. . . 21 53 65.0 2219 0.06 0.1 7.1 0.3 1980 2028 190 110 108.5 64.5 1911 1660 90.0 1713 64.0 52.0 1958 ZOoLl 64.0 62.0 2028 2216 66.0 2263 1979 7.1 203 1 130 lM 1920 2143 150 41.05 127.0 19 65.0 1865 1608 51.7 MOO 65.5 2191 ~. ~ 66.0 1773 65.5 1819 60.0 62.5 1980 52.0 1993 2082 63.0 2137 90.0 2318 1919 2140 155 42.60 21 126.0 1619 68.0 1824 52.7 65.0 MOO 2184 ~~~~ 113.3 66.7 1665 1875 65.3 1927 64.0 1979 54.0 1791 54.0 1994 2006 65.3 2235 64.0 65.7 2051 2286 64.3 2082 64.7 2133 ". . ." ." l00,i 1712 88.0 1759 78.0 66.0 2337 69.0 2359 90.0 241 1 45.20 69.3 97.0 66.0 67.0 9.1 7.1 2028 1703 M65 1968 2269 2497 2777 3063 90.0 215 56.0 1753 390 lW3 1953 72.0 260 55.0 2170 11103 2000 2141 2353 2892 2607 31 78 2300 2008 1858 2401 2184 2949 3235 zm3 ... 36 1653 1913 2028 1968 93.5 68.0 ... x1 6R 6R 70.7 61.3 56.0 67.2 68.0 71.6 75.3 611 6R 6R GR GR 6R ET m.9 67.0 67.8 67.1 2098 231 1 67.5 67.1 2228 2U9 67.4 68.7 72.4 76.0 67.5 69.5 73.1 ~ ~~ 67.7 73.8 . ~~ 70.2 2552 2834 3121 " ~ . 67.8 74.5 .. . . 70.9 -. .. 3006 2720 3293 9.1 199.5 7.1 102.0 68.1 68.1 68.0 72.3 70.0 1955 188 94.0 68.2 56.8 69.0 70.0 2175 1859 2000 2185 2450 2703 2300 1913 2008 2238 47.08 106.0 76.0 68.0 68. 1 68.0 71.5 ..~ 28 1698 1938 2020 2291 2020 2076 1953 1751 98.0 195 58.0 68.3 69.1 68.0 73.0 150 18M 1W3 90.0 58.0 68.2 68.0 70.8 2133 2397 2678 2918 2344 2864 2619 ". . 2756 2503 2561 2810 ET x1 9.1 26 1968 1700 7.1 1968 60.0 74.0 2025 9.1 1750 1995 2130 2416 2655 1930 240 72.0 2150 1859 2300 1013 49.48 84.0 71.1 69.0 110.0 3.0 70.0 70.0 73.0 262 59.2 69.7 71.6 68.0 1804 180 2000 2472 2187 2705 71.0 OR P 6R 611 60.0 69.6 71 .O 72.0 ~~ ~ 2010 2245 2528 2750 ~~ ~ 70.0 70.5 70.0 76.0 ~.~ .. .. 2025 2302 2580 2795 2077 72.1 68.0 69.9 " ~ 2364 2617 2840 6R 6R -. . 7810.0 9.1 1655 24 2000 1855 2180 2442 7810.0 7.1 74.0 1970 62.0 76.0 R.0 01 ET x1 6R PI 511 R P 3760.0 9.1 2075 2013 1890 2232 2495 woo 1964 235 2068 1970 1790 1900 74.0 2250 1855 1993 51.83 83.0 74.0 60.3 72.0 74.0 235 74.0 1745 235 2045 1950 2285 2530 74.0 72.0 72.0 72.0 92.0 1946 99.0 120 72.0 72.0 70.0 62.0 72.0 72.0 ~ ~.~ 70.0 82.0 72.0 207i 2337 2565 2127 2390 R.0 72.0 7.1 79.0 1980 74.0 62.0 72.0 86.0 El x1 9.1 1615 23 2000 1875 2197 .2160 2040 9.1 2054 1785 2200 53.03 78.0 110.0 120 72.0 72.0 1725 120 1937 18% 1670 2010 91.5 62.0 72.0 72.0 1850 1993 2145 2407 84.0 72.0 72.0 60.7 1980 2092 2355 . . " 2040 2302 2573 " ~. 2516 2250 72.0 100.0 ET x1 9.1 1570 24 1795 2080 1972 2355 1972 7.1 78.0 100.0 62.0 74.0 74.0 1930 205 105.3 75.0 62.0 74.0 100.0 2100 2180 55.08 78.0 109.5 72.0 74.0 74.0 2025 1615 1995 1845 2135 2410 91.7 200 76.0 61.4 98.0 74.0 1658 225 2000 1900 2190 2160 1701 1931 2005 2245 119.0 74.0 1745 2025 1962 74.0 74.0 2300 2480 5 ET x1 ea ea ea ea ea YC ET x1 6R 6R riR ea x1 6R 6n 6R x1 ea 6R x1 ET x1 la 59.33 128.0 79.6 74.0 75.0 78.0 9.1 1465 23 1697 1937 2275 2035 7.1 2035 1510 104.0 405 1555 430 1801 1915 2115 1900 1937 116.0 79.2 ... ~~ ~~ 425 92.0 78.4 1600 1853 2000 80.0 66.0 77.2 m.0 1645 2005 1905 2227 1970 1749 2083 2329 66.0 711.8 108.0 75.6 72.0 74.8 93.0 0.060 7.1 91.1 1902 2131 19% 2383 65.9 76.4 2179 1885 255 87.4 77.0 78.0 2015 1622 2035 1902 61 .88 16 1U5 1741 19% 2100 13 1960 1870 2086 10 1775 2015 2005 1504 zoo0 1800 89.3 280 80.0 68.0 1563 245 2005 1860 85.6 82.0 74.0 1682 1945 2085 ~~~~~ 93.0 83.7 68.0 90.0 81.9 67.7 . .. . b3.23 a4 72 78 44.43 85 76 44.63 1965 80 80 71 1875 80 78 2060 18W 140 78 72 82 60 80 78 20 1920 130 2045 2140 160 1875 zom 20 135 76 74 2060 1945 74 76 1965 2070 too0 2120 ". . 2035 2035 1822 120 76 82 20 1900 156 100.0 83.0 75.7 86.0 0.707 1950 2135 75 a4 2000 21 70 1935 7.1 2060 1&0 1600 66.19 155.0 87.0 82.0 82.0 93.0 1460 23 16% 1935 2065 2320 9.1 2065 1506 1715 118.3 210 83.5 76.0 100.0 84.7 1553 110 1792 1985 2161 2430 136.7 86.0 80.0 96.5 83.3 7.1 1mo 90.0 82.5 1645 2010 1887 2265 " ea ea 6R ea 1970 2113 2375 . . " "" 69.5 76.0 2000 2210 1900 150 2060 1900 ET 67.69 150.0 90.0 ". 22 1UO 1688 2020 1890 2050 1487 1720 125.0 160 L14.0 82.0 86.0 1534 145 1752 1940 2076 137.5 87.0 86.0 100.0 82.0 . . " 112.5 66.0 90.0 7B.0 " . 1581 1793 1970 100.0 84.0 77.0 93.3 1628 1835 2000 86.0 96.7 78.0 2050 1900 2245 ea ea 2100 2148 ~~ 21% ET x1 ea 1805 7.1 148.8 w.0 1805 245 2045 1560 2000 1805 70.14 161.0 100.0 88.0 85.0 1395 17 1670 2015 1450 1725 1940 2100 136.6 260 87.0 82.0 1505 240 1765 1965 112.2 84.0 82.0 1615 1865 2015 121.4 80.0 84.0 ea ea bR ET x1 ea ea ea 6R ET YC x1 6R 6R 6R 0 ET x1 6R 6R 6R GI1 ET x1 6R 2050 1902 120.0 86.0 1968 7.1 154.8 1915 460 132.4 95.0 114.0 2075 1518 2000 1771 74.74 166.0 110.0 93.0 90.0 1365 17 2035 1672 1416 1910 2110 0.2 2033 1670 143.6 430 96.0 86.0 1467 675 1725 1968 121.2 94.0 86.0 1569 1817 2035 1620 1863 2070 103.0 92.0 100.0 0.060 1940 7.1 0.4 220 1920 295 2070 77.69 110.0 97.3 86.5 100.0 17 1707 320 16ii 1807 2000 2160 102.0 96.7 88.0 110.0 ~. ~~ 101.0 96.0 96.0 " . 100.0 94.0 98.0 " - 1745 1940 2093 98.0 88.0 99.0 1763 2126 1973 1851 2033 2190 18% 2075 1965 7.1 1940 160 101.0 90.0 98.7 2070 79.29 116.0 90.0 98.0 100.0 1666 18 2040 1869 21% 2040 1715 (40 175 109.0 97.0 96.0 102.0 ~~ ~~ 102.0 96.0 110.0 98.0 1790 1965 2119 100.0 88.0 2000 1835 2157 1745 2081 1940 2256 1904 2070 2218 . . ._ 99.3 1975 7.1 1955 102.0 170 2200 1929 80.99 116.0 1825 17 2195 1862 106.0 165 175 1895 6 110.0 100.0 1975 100.0 97.0 ZOOO 2362 2158 100.7 98.0 120.0 zoos 2195 2395 101.3 98.5 2043 2232 102.0 w.0 2001 2270 104.0 w.5 2119 2317 108.0 2095 1905 7.1 116.0 100.5 104.0 lM5 a.14 120.0 101.0 102.7 114.0 1770 16 1945 2100 2272 2055 1793 1972 114.0 230 100.0 1825 190 ZOOO 2189 "" 215 104.0 100.0 110.0 201 1 1859 2234 102.0 112.0 101.3 1905 2055 2255 2145 107.0 - ET x1 911 7.1 1955 120.0 101.0 106.7 1950 170 108.0 103.0 108.0 2100 1- 2063 2215 84.86 128.0 102.0 106.0 120.0 11123 16 1962 2106 w 2100 IIW ZOOO 2142 118.0 175 102.0 107.3 165 1875 2026 2178 106.0 104.0 112.0 1955 2100 2245 7.1 1965 120.0 102.0 112.0 1960 200 114.0 2140 1930 2266 2061 66-84 128.0 101.0 111.5 118.0 16 1841 ZOOO 2360 2142 2102 2015 1887 118.0 190 110.0 113.0 1921 215 2021 112.0 111.0 116.0 2102 1965 2313 110.5 114.0 2183 2224 7.1 1977 126.0 110.0 104.0 1950 175 2150 88.59 10 24 1753 2040 17% 1 85 124.0 1w 1819 ton 2000 1867 2057 2184 2351 2ooo 118.0 1895 128.Q 118.0 104.0 104.0 11a.o . . " lV24 2017 2122 2235 102.0 112.0 113.0 120.0 . "" 104.0 104.0 114.0 ~~~~ 2005 2081 2212 ~~~~ 1938 2050 2137 22TJ 104.0 110.0 112.0 118.7 ._.. 2040 2157 2312 110.0 117.3 7.1 1949 128.0 118.0 104.0 130.0 7.1 1901 128.0 112.0 104.0 116.0 " ET x1 GR 6R 1949 124.0 114.0 104.0 160 90.19 130.0 120.0 1680 17 1066 1970 2105 2057 1721 1903 126.0 150 116.0 103.0 tm 1762 2000 1922 .. - 1803 1931 201 0 122.0 112.0 112.0 1844 1949 2057 106.0 120.0 2148 1973 ET x1 - 011 1900 200 124.0 2054 1828 2054 1928 92.19 130.0 118.0 103.0 120.0 1696 16 1865 2000 2120 2054 1740 1879 126.0 200 106.0 106.0 1784 1% 1901 120.0 104.0 113.0 1855 1955 2076 UI 011 UI 105.0 109.5 2024 2032 - x1 ET 7.1 127.0 1922 110.0 1900 185 114.0 2040 1831 2000 2092 2035 1860 2064 1985 2030 1835 2035 1980 2040 1903 1988 94.04 111.3 128.0 108.0 1752 14 2021 1922 2036 1781 2036 1960 126.0 190 106.0 116.0 1810 180 zwo 1990 112.7 106.0 2010 1876 011 GR -. 6R 105.0 120.0 112.0 n x1 GR 7.1 128.0 1950 112.0 1900 150 118.0 108.0 130.0 95.54 132.0 114.0 108.0 14 1790 1933 2025 1815 1950 2015 120.0 160 110.0 112.0 1845 145 lW1 116.0 107.0 2000 18% 2010 110.0 7.1 134.0 1950 116.0 110.0 7.1 2025 ET - x1 GR GR 1900 170 I 97.24 136.0 117.0 1780 15 2000 1887 2022 1812 1931 201 1 130.0 114.0 114.0 170 1825 175 2022 1950 118.0 110.0 140.0 1991 1844 2062 120.0 112.0 120.0 1930 132.0 175 112.0 an ET x1 lw.o 98.W 13 1930 135.0 118.0 120.0 ." 2040 1855 1940 134.0 155 116.0 1881 180 1968 2070 "". 136.0 120.0 112.0 18% 2020 1930 130.0 111.0 2000 1915 2040 140.0 x1 ET 6R 6R -. 7.1 1910 175 134.0 112.0 2050 1860 1983 100.71 140.0 122.0 tL ". 138.0 1932 120.0 2044 1842 1932 136.0 155 118.0 1853 180 1958 1rUi 1910 124.0 111.0 2000 1898 7 6R 112.0 ET X1 102.74 6R 160.0 GR 120.0 UI 118.0 ET X1 104.74 011 148.0 QI lU).O 011 120.0 a SEW0 TIME SLOPE 201 1 120.0 2w 7.1 1828 12 130.0 1942 2042 1942 1852 2042 116.0 140.0 1985 2082 7.1 12 1904 1820 140.0 2019 1832 2w6 1904 118.0 1950 150.0 2067 DEPTH MEL CRlUS VEELK aLm vLm acn xLmL XLCH VCH PRm ALOB VROB XWL XLOBR XTRlAL 150.0 2070 140.0 2087 lM5 200 2042 200 200 130.0 115.0 1870 2000 122.0 116.0 1880 2009 120.0 118.0 1900 2030 200 1851 2025 200 200 130.0 117.0 1&2 2000 124.0 118.0 1854 2010 122.0 120.0 1666 2019 EG ACH w HL OLmS L-OINK ELEV Iw R-OINK ELEV XWCH XYR WW IOC ELMIN SSTA ICDUT WRAR TOPUIO ENDS1 mm WL *SECWO .010 CCW= .3W CEHV= -500 3720 CRllXCAL DEPTH ASSUME0 3470 ENCROACHMENT STATIDYS- 1950.0 2050.0 TYPE- 1 TARGET= lW.000 .Dl0 9850.0 8.66 30.16 30.16 .O 9850.0 .OO 41.56 .O 3.39 .o 666.2 . 00 .o .oo 38.00 .O . 00 .o 100000.00 -00 14.79 .W7441 -00 0. 0. 0. .DO0 .030 0 14 .DO0 0 .WO 29.50 1950.00 .W 100.00 2050.00 WWlSTREW FACE OF EL UlllNO REAL BRIDGE SPECIAL BRIDGE 5227 WWlSlREM ELEV IS 36.27 , NOT 30.16 HYDRAULIC JW OCCURS DWNSTREW (IF LOU FLOU COYTROLS) S8 XK XKMI COFP RDLEW BUC 1.05 1.80 3.00 150.00 70.00 BUP 4.00 1020.00 OIREA SS ELCHU ELCHO 2.00 29.50 29.50 *SECNO 1.100 3301 HV CHANGED YIRE THAN HVIWS CLASS B LOU FLOU 3420 BRXOGE US.= 37.61 BRIDGE VELOCITY= 14.77 CALCULATED CHANNEL MEA= 667. ECPRS EGLK la ayE IR aLou EAREA TRAPEZOID ELLC ELTRD UElRLN .DO 41.75 .OO 0. 9850. 1020. 1208. 42.60 44.00 0. AREA 3470 ENCROACHMENT STATIONS= 1950.0 2050.0 TYPE= 1 TARGET= 100.wo UPSTREUI FACE OF EL UlllYO REAL DRIDGE 1.100 9.72 39.22 9850.0 -00 .W 41.75 2.52 .o 9850.0 .O .o 772.4 1 .a .3 100000.00 .19 .o .oo 30.00 .W .MW60 .w 12.75 110. 110. . 00 .DO0 .030 .000 .OOO 29.50 1950.00 110. 0 0 0 .00 100.00 2050.00 . ~~ .. ~~~~ ~ . ~~~~~ SECYO DEPTH MEL CRlUS USELK EG P nv HL OLOSS L-BANK ELEV TXME AROB ML XWL XWCH WY ELMIN SSTA XLOBR ITRIAL IOC XNR ICWT CORAR TDPYIO ENOST aLm acn am ALOB ACH TW R-BANK ELEV vLm SLOPE xLmL XLCH VCH vRm *SECWO 2.800 3280 CROSS SECTION 2.80 EXTENDED 2.94 fEET 3301 HV CHANGED YIRE THAN HVIWS 8 ?la MIWIIIII SPECIFIC ENERGY 3720 CRITICAL DEPTH UJWO 3470 EYCRMCWENT STATIONS= 1935.0 2060.0 TYPE= 1 TARGET= 7~Mn 10" 39.9L 39.91 .OO 43.42 3.48 _."_ . ~50.0 197.4 Bm.0 .005859 190. 160. 3 8 0 " .. . .~ ~~ 82.6 .a1 61.1 G0.9 34.6 3.23 15.17 2.39 .060 ,030 .060 170. 5.000 3720 CIIITIW DEPTH ASSWE0 7l85 MINIIIII SPECIFIC ENERGY 3470 EYCRMCWENT STATIONS- 1960.0 2050.0 TYPE- 1 TARGETS 5.000 10.51 41.51 41.51 .00 45.09 3.57 8080.0 .01 .O 7801.4 278.6 .W 15.42 .o 506.1 59.9 4.65 .0061)89 .000 230. -030 220. 190. 1 8 0 .060 *SEW 6.210 52110 CROSS SECTION 6.21 EXTENDED -60 FEET 3301 MV CHANCED lORE THAN HVIWS 3302 YARNING: CQIVEYANCE CHANGE CUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCRMCHMEWT STATIONS= 1966.0 2078.0 TYPE= 6.210 13.00 44.50 .00 8080.0 .oo 46.12 15.2 8014.6 50.2 1.62 .a1 1.45 10.26 1.53 10.5 780.9 32.9 .w2298 125. 121. 113. 5 .060 .030 .060 0 0 1 TARGET= Q SECNO DEPTH MEL CRIUS USELK EG QLOB QCH PROB ALOE nv TIME ACH VLOB vcn SLOPE XLOBL XLCH VROB XWL XNCH XNR XLOBR ITRIAL 10C IWNT ARm *S€CNO 7.580 3280 CROSS SECTION 7.58 EXTENOEO .27 FEET 3470 ENCROACHMENT STATIONS= 1920.0 2100.0 TYPE= 1 TARGET= 7.580 12.36 44.66 43.17 .oo 46.n 8060.0 2.07 18.1 7932.2 129.7 .02 .a6 11.64 21.1 681.6 65.6 .003625 1.98 145. .060 .030 137. 120. 4 11 0 .060 %CY0 9.150 3280 CROSS SECTION 9.15 EXTENDED 1.16 FEET 3470 ENCROACHMENT STATIONS= 1920.0 2100.0 TYPE. 9.150 12.26 45.66 .OO .00 47.33 1.67 8080.0 .02 80.5 7637.8 161.7 1.51 10.51 1 .78 53.4 745.6 90.9 .wo .030 .060 1 TARGET. .w2606 165. 157. 145. 3 0 0 *SEW0 12.200 UO CROSS SECTION 12.20 EXTENDED .02 FEET 3470 ENCROACHMENT STATIONS= 1900.0 2100.0 TYPE= 1 TARGET- 12.200 10.92 46.42 .oo LU)80.0 21.7 7877.1 181.2 .OO 48.26 1.85 .03 20.0 713.4 102.7 1.08 11.04 .wm9 305. 305. 302. 1.76 .OM) .030 .060 2 0 0 9 125.000 4.8 .89 .48 37.50 .7 37.50 .OOO 29.00 1935.00 .oo 125.00 2060.00 90.000 1.38 .05 42.00 .000 31.00 1964.14 8.0 1.2 34.00 .oo Iu.82 2047.96 ...~~~ 1 .n 112.000 . L5 -59 L2.00 9.9 1.5 42.00 .000 31.50 1966.00 .00 112.00 2078.00 . ._ .. ~ ". . ~ VOL HL OLOSS L-BANK ELEV UTW TW ELMIN SSTA R-BANK ELEV WRAR TOPYlO EWOST 180.000 .39 .22 44.00 12.4 .000 32.30 1920.00 1.9 42.00 .00 180.00 2100.00 1m.ooo .48 15.L .12 44.00 2.6 42-00 .. . . .ooo 33% 1920.00 .00 180.00 2100.00 m.000 21.4 .85 .W 44.00 .000 35.50 1900.00 3.9 44.00 .oo 200.00 2100.00 *CY0 14.650 3301 HV CWGEO WE TW HVlNS %To ENCRMCllllENT STATIONS= 1830.0 2100.0 TYPEi 1 TARGET= 14.650 11.80 47.80 .W -00 49.02 1 .a W.0 516.2 7517.4 .04 46.4 582.6 816.2 1 .e3 40.1 9.21 .OD1910 245. 245. 1.16 .wo .030 .wo 245. 3 0 0 0 SECNO DEPTH WSEL CRlUS USELK EG PLOB QCH =OB ALOB HV TIME ACH ARon VCH SLOPE XLOBL XLCH VIOB XWL XNCH XYR XLOBR ITRIAL IDC ICOUT vLm 2m.000 27.0 .58 .19 44.00 .ooo 36.00 1830.00 5.2 46.00 .w 2n.w 2100.00 VOL HL moss L-EANK ELEV YTW IYA EWlY SSTA R-BANK ELEV WR TOWID EYDST %cy0 17.190 %m EYCROACHHEWT STATIONS= 1800.0 2506.0 TYPE= 1 TARGET. -1m.ooo 17.190 11.30 48.30 .w -00 49.54 1.24 -51 4.9 .w 46.00 .04 1.59 .002102 9.11 254. 254. .32 254. .OM) 3 .030 .wo .OOO 37.00 1800.00 0 0 m0.0 322.8 m5.6 1.6 202.9 851.8 33.4 6.8 U.00 .Do 286.18 2086.18 %€cy0 19.830 %m ENCROACHMENT STATIONS= 1~0.0 2495.0 TYPE= 19.830 11.49 49.09 .oo .OO 50.07 W.0 371.6 7698.7 .98 -05 9.8 264.5 948.1 15.8 1.41 .W1408 262. 8.12 .62 .wo .030 .wo 264. ZM. 2 0 0 1 1ARGETZ .tECNO 21.510 3470 EYCROICmEWT STATIONS= 1937.0 2163.0 TYPES xsm 10.97 ~9.27 .DO .OO 50.39 1.12 1 TARGET- .. ". W.0 51.4 8016.1 .06 12.5 31.8 938.8 1.62 8.54 .74 .wo 16.9 A01629 150. 168. 185. .030 .wo 2 0 0 ~~~ %€CY0 22.810 sua EWCROICHIIEYT STATICUS* 1800.0 2670.0 TYPE= 1 TARGET= W.0 419.0 7661.0 22.810 10.811 49.58 .oo .OO 50.63 1.05 .06 .O 274.9 907.9 1.52 8.44 .oo .wo .o A01692 127. 130. 137. 2 0 0 .030 .000 OSECIIO 25.410 ym EWCROICHMEWT STATIONS= 1950.0 2752.0 TYPE= 25.410 10.11 LP.91 -00 .OO 51.41 1.50 1 T&RGET= ". . ._ W.0 .o 8080.0 .O .07 .o 822.1 .W 9.83 .O .ooze31 265. 253. 2 .00 260. .ooo .030 0 .DO0 0 . .. .. . ~~ ~ YCWO Q TIME SLOPE DEPTH MEL CRlUS USELK EG nv QLOB PCH MOB ALOB VCH ACH VIOB ARM XWL XWCH XLOBL XLCH XYR YLOBR ITRIAL IDC lWT vLm *SECWD 25.860 3301 HV CWGEO WE THAN HVIWS 3685 20 TRIALS ATTEMPTED USEL,CUSEL -1800.000 .45 L0.3 .08 46.00 8.6 48.00 .WO 37x 1800.00 .00 281.90 2081.90 226.000 44.5 .25 .07 46.00 .WO 38.30 1937.00 9.4 48.00 .OO 143.63 2W.63 -1800.000 47.7 10.0 50.00 .DO 259.03 2059.03 ." . " .ooo 38.70 1~)o.oo -1950.000 .56 .22 50.00 53.7 11.1 54.00 -000 39.80 1952.19 .OO 110.89 2063.08 HL ML VTW TUA R-BANK ELEV ELMlW SSTA CORAR TOPYIO EWDST moss L-BANK ELEV 10 3693 PROsABLE MINIllw SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUIED wu ENCROAC~ENT STATIONS- 25.860 11.29 51.19 W.0 .07 10.0 8070.0 1.49 15.19 .WR41 52. 45. .LECY0 27.160 71s MINIM SPECIFIC EWERGY 3720 CRITICAL DEPTH ASSIMD 3470 ENCROACWNT STATIOYSS 8060.0 27.160 10.29 52.79 .o 8080.0 .07 .a7467 135. -00 15.22 130. 1920.0 2761.0 TYPES 1 TARGET= -1920.Doo 51.19 .00 54.77 3.58 .19 .O 1.04 50.00 6.7 531.4 .o 54.4 .oo .wo .030 .000 11.2 54.00 48. 20 8 0 .OO 84.81 2045.51 .OOO 39.90 1964.70 1920.0 2100.0 TYPE. 1 TARGET= 180.000 52.79 .w 56.39 3.60 .% .01 56.00 .O .00 .O 530.9 .000 .O 56.0 .030 .WO 11.4 56.00 -000 42.50 1964.74 125. 3 11 0 .W 75.13 2039.87 =EoK, a.wo 3301 W CHANGED MORE THAN HVINS sLm EYCRMCIWIEYT STATIONS= 1wo.o ~100.0 TYPE= a.040 11.95 54.95 .OD .W 57.26 2.30 W.0 .O 8076.0 .48 .39 58.00 4.0 .o 663.1 -011 .OO 12.18 .97 .ooo -030 .OM .WO 43.00 1962.86 4.1 57.3 11.6 54.00 1 TARGETS 180.000 .mi60 91. 86. a. 6 0 0 .OO 93.71 2056.57 ~ %Em 29.180 3301 IIV CHANCE0 MORE THAN WINS SEW0 DEPTH CYSEL CRIUS HELK EO HV HL OLOSS L-OANK ELEV P TIME VLOB QCH QROB VCH ALOB MOB XYL ACH mm VOL TUA R-BANK ELEV XNCH XNR WN ELMIN SSTA IaWT WRAR TOWID ENDST atm SLOPE xLmL XLCH xLmu ITRIAL IDC sua ENCROACHMENT STATIONS. 1920.0 z1w.0 TYPE= 1 TARGETS 180.000 29.180 12.33 56.23 .00 W.0 .oo 57.84 .o 8079.9 1.61 .1 .37 .o 793.7 .21 58.00 .os .2 59.2 .oo 10.18 .29 11.8 56.00 .002626 121. 114. 0 .OO W.59 2053.14 .000 107. .030 3 .OM) 0 .OOO 43.90 1956.55 OSECNO SD.120 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1920.0 2100.0 TYPE. 1 TARGET. 180.000 30.120 10.98 55.98 .a0 .oo 58.77 8080.0 .o mo.0 2.79 .O .x .59 56.00 .O 602.5 .O .os 60.7 .W 13.41 12.0 56.00 ,005422 .00 100. .000 94. .030 .OOo 89. 2 0 0 .OOO 45.00 1w3.02 .oo 79.95 2042.98 DOWSTREAM FACE OF RANCHO CARLSBU) ERIDGE EPECIAL MIDGE 5227 DCUNSTREAM ELEV IS 34.48 , NOT 55.98 HYDRAULIC JLUP OCCURS OOUWSTREM (IF LW FLW CONTROLS) SE XK XKOR COFP ROLEU WC EW UREA SS ELCW ELCHD .OO 45.00 45.00 1.20 1 SO 3.00 -00 38.00 %ECW 30.500 1.70 se5.00 11 3301 W CWCEO IYY(E THAN WINS 3302 WRYING: CONVEYANCE CHANCE CUTSIDE OF ACCEPTABLE RANGE, KRATlO * 1.62 WESIUIIE AUD WEIR FLW, Ueir Ubrrrumcc Based on TRAPEZOIOAL Shape SECNO DEPTH CUSEL CRIUS USELK Et IIV HL WC6S 1-MNK ELEV TIME ALOB ACW UOB XNL VOL XNCH TW XNR I-SANK ELEV YTN XLOBR ITRIAL IOC ELMIN SSTA ICONT CCMR TOPUlO ENOST a am acn am vLm VCH wm SLOPE xLmL XLCH EMS EGLK 115 WEIR WR UREA TRAPEZOID ELLC ELTRD WEIRLN 66.24 62.02 .W 3111. 4975. 385. 3w. 56.00 58.00 829. AREA 3670 EYCIOACHMENT STATIONS= 1919.0 2098.0 TYPE= 1 TARGET. 179.000 UPSTREW FACE OF RANCHO URLSW BRIDGE 3O.SW 13.37 58.37 OOW.0 .W .oo 59.87 113.4 ’ 7892.1 104.5 1 .so 60.4 793.2 75.4 61.3 1.10 12.1 56.00 .OO 56.00 -01) 1.38 .wo .030 .DO2071 9.95 38. 1.38 38. 38. 3 .wo .000 45.00 1919.00 0 6 .w 179.00 m.w *SECNO 31.160 3301 W CWGED ME THAN WINS 3670 EYCRMCWIIENT STATIONS= 1700.0 2200.0 TYPE= 1 TARGET= 500.000 31.160 13.36 59.56 MM.0 635.7 5487.3 1957.0 328.7 719.9 593.6 .OO .00 60.22 .66 63.3 .lo 12.7 56.00 .2S 56.00 .09 1.93 7.62 3.30 -035 -030 .035 72. 4 0 0 .oo 5w.00 2200.00 .000 46.20 1700.00 .001143 65. 66. *SECWO 31.940 3302 YARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = -70 Um CYPDNCYYFYT STATtWG= 1800.0 2305.0 TYPE. 1 TARGETS 505.000 -13 .14 58.00 *SECK) 33.140 3685 20 TRIALS ATTEMPTEO USEL.MEL 3693 PROBABLE MINIM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSWE0 SECNO DEPTH MEL CRlUS USELK EG 0 IIV HL WOSS L-BANK ELEV TIME vLm VCH VOL TUA XNL R-BANK ELEV XNCH XLOBR ITRIAL IOC XNR WN ELMIN SSTA ICON1 WAR TOW10 ENOST am acn am ALOE ACH *ROB wm SLOPE xLmL XLCH 3670 ENCROACHMEW STATIONE. 1mo.o an.0 TYPE. 1 TARGET. 5rn.000 mm.0 1079.3 4.977.7 2123.0 327.3 4m.1 6w.o m.2 33.140 12.32 60.52 60.52 .OO 61.57 1.04 .30 .OS 58.00 .w 3.30 10.20 3.30 .035 .030 .035 .000 48.20 lMO.00 15.1 58.00 .002533 112. 120. 125. 20 6 0 .oo 578.00 2378.00 *SECNO 34.960 3720 CRITICAL DEPTH ASWWEO 7185 MINIM SPECIFIC ENERGY 12 3470 ENCRMCHMENT STATIONS= 1760.0 2200.0 TYPE= 1 TARGET= 34.960 12.27 61.17 61.17 .00 62.64 (uuM.0 547.5 6984.7 547.8 205.0 671.0 205.0 1.47 .003231 .10 2.67 10.41 2.67 .035 193. 182. 180. 3 .BO 5 .035 0 *SEW0 36.160 3470 ENCRMCWEYT STATIONS= 1mo.o 2100.0 TYPE= 36.160 12.51 62.11 -00 .00 63.08 8060.0 lM5.6 6724.7 149.7 454.2 783.6 .97 57.0 .10 2.65 8.58 2.63 .ai5 .w1851 117. .om 120. 115. 6 0 0 .ai5 1 TARGET. =OK) 38.080 34x1 ENCROACHMENT STATICUS= 1700.0 z1oo.o TYPE= 38.080 12.17 62.37 .W 8060.0 1659.8 6155.5 264.7 474.2 590.5 1.33 .ll 3.50 10.42 91.5 .002w6 197. 2.89 .035 .ai0 192. 188. 2 0 0 .035 1 TARGEP .w 63.70 3685 20 TRIALS ATTEMPTED USEL,MEL .#Cy0 39.550 5693 PROBABLE MlYlwul SPECIFIC ENERGY 3720 CRlTlCAL DEPTH ASSUME0 3470 ENCRMCWNT mTmns= 1no.o 2150.0 TYPE= 1 TARGET= SEW0 DEPTH CYML CRlUS a TlME VLOB PCH VCW MOB VROB am SLOPE XLWL XLCH XLOBR 39.550 14.10 64.90 64.90 W.0 2085.5 5409.5 585.1 .ll 4.06 11.35 .002936 3.19 157. 147. 140. CCW. *SEW0 41.050 .1w cEnv= -300 3301 W CHANGED WORE THAN HVINS 41.050 14.R 66.42 .W 8080.0 1300.2 3129.7 3650.0 .12 3.60 5.77 .W2418 190. 150. 110. 4.74 *SEW0 42.600 3301 W CHANGE0 WE THAN WINS YJELK LLOB XYL ITRIAL 514.2 . 00 .035 20 361.4 .W .035 4 EG LCH XNCH IOC 66.32 476.8 .030 a 66.81 542.5 .wo 0 AROB nv XYR ICON1 133.5 1.42 .055 0 770.0 .39 .035 0 3302 YARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KFATIO 42.600 14.02 66.R .w .OO 67.62 .W ~ e.0 TIp.9 437.5 G.5 145.1 469.2 526.2 .13 .ooMul 5.38 130. 9.05 155. 5.79 180. .035 2 .wo .035 0 0 ~ ~~~ *SECNO 45.200 45.200 14.12 69.12 8080.0 . 00 .oo 70.21 70.7 5132.7 2876.6 26.5 544.7 466.1 1.09 ~~ ~ ~ ~ "~ .14 2.67 9.42 .W8544 215. 6.17 260. .035 .OM 390. 4 0 0 .035 ~ ~~~ ~~ ~~ . . ." ~ u0.wo 75.5 .52 -21 60.00 .OOO 48.90 1760.00 17.2 60.00 .OO 440.00 2200.00 400.000 -20 -15 60.00 7a.7 . .. .~." 18.3 60.00 .ooo 49.60 1700.00 .w 3a3.11 2M8.11 400.ooo e4.2 .45 -18 60.00 .OOO 50.20 1700.00 20.1 60.00 .OO 400.00 2100.00 400.000 VOL HL WOSS L-BANK ELEV TU YTN I-BANK ELEV mAR TOW10 ENOST ELYlN SSTA .44 .04 62.00 ai2 21.5 62.00 .wo 50.00 1no.00 .OO 400.00 2150.00 .39 93.1 23.0 62.00 .10 60.00 .OO 492.02 2263.97 .ooo 51.70 1~11.~1 .55 .65 -15 64.00 106.2 2.53 28.0 66.00 .os 68.00 .OW 5S;OO 1920.63 .OO 548.37 2269.00 "" ."" 13 %Em 47.w 47.w 13.59 70.39 .W ~ ~~~~ -.O 2654.4 2252.7 3172.8 .005327 .14 10.37 195. 7.94 188. 5.26 150. %Em 49.480 3685 20 TRIALS ATTEWTED HEL,WSEL 3693 PlQIBLE M1NIM.M SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSWED 49.W 13.54 72.74 72.74 OOM.0 1214.5 5186.0 1679.5 -15 .OW371 5.92 9.93 5.45 262. 240. 180. .W 256.0 .035 2 HELK ALOB XNL ITRIAL 205.0 .00 -035 20 71.38 .W 1.16 .01 58.00 m.7 603.4 110.5 29.3 68.00 .w A35 .wo 56.80 1952.01 "_. ...~ 0 0 .w 538.99 2291.00 EC ACH nv HL OLOSS L-BANK ELEV TW R-BANK ELEV XNCH XNR mN IDC ELMIN SSTA ImYT CCWR TOPUID ENDST won WL n~on 1-16 1.57 .m 70.00 . . ._ . .. . 522.1 308.2 116.0 31.1 70.00 .wo .035 6 .OW 59.20 1810.38 0 .w 426.62 2245.00 ~ ~~ 3302 WARNING: CONVEYANCE CHANGE MSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 wo EYCROACIHENT STATIWS. 1900.0 2~0.0 TYPE= 51.e30 14.50 74.80 .W .oo 75.29 7810.0 ZLIL.1 5034.5 2401.4 .49 78.4 M.1 490.1 122.6 1 .u 33.2 72.00 .07 72.00 1 TARGET= 350.000 .16 3.62 5.94 5.08 235. .035 235. .wo 2 .035 0 .WO 60.30 1913.99 " . . . " . . . - . . . . . ." ~ ~ ~~ .003701 235. 0 -00 336.01 2250.00 3470 ENCROACHMENT STATIOUS- 1870.0 2200.0 TYPE- 1 TARGET= 330.000 53.030 14.50 75.20 . 00 .so .41 .oo moo 34.0 72.00 .oo 75.70 n1o.o 1487.5 3703.7 2618.8 274.1 600.8 511.5 126.4 .17 .003133 5.43 120. 6.16 120. 5.12 120. .035 2 .OM) 0 .035 0 .OOO 60.70 1892.61 .OO 307.39 2200.00 -CY0 55.084 3301 HV CHANGED )(ORE THAN HVINS 3685 20 TRIALS ATTEMPTEO USEL,CYSEL 3693 PROBABLE MINIlul SPECIFIC ENERGY 3RO CRITICAL DEPTH ASSUWED 3470 ENCROACllllENT STATIOUS= 1870.0 2180.0 TYPE. 1 1ARGE1= 310.000 a SECNO DEPTH ME1 CRIUS USELK EG HV HL PCH PROB ALOB ACH AROB WL TW TIME R-BANK ELEV XNCH XNR XLOBR ITRIAL IDC mu ICWT mRAR TOPYID ENDST ELMIN SSTA aLm vLm VCH vRm XNL SLOPE xLmL XLCW aoss 1-BANK ELEV 55.0110 14.64 75.84 75.84 11110.0 500.0 5426.8 1083.2 .W 77.31 1.66 1.11 .29 72.00 81.0 501.6 285.4 131.9 .18 6.18 10.82 35.5 74.00 .010M6 200. 205. 6.60 225. .035 20 .wo 6 .035 .OW 61.40 19oc.92 0 .00 275.08 2180.00 *SEW0 59.330 3301 HV CHANGE0 )IMIE THAN WINS 3302 YARNING: CONVEYANCE CHANGE DUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.11 3470 ENCRMCIIMENT STATIWS= 1900.0 2383.0 TYPE= 1 TARGET. -1wO.000 14 59.330 13.09 n.w .W n1o.o 311.7 ~150.9 3347.4 .00 79.34 s.2 830.1 .20 3.70 5.00 4.67 .a5 .ob0 .002422 405. 425. 430. 3 0 *SEW0 61 .MO 3301 W CHANGED MORE THAN HVlNS 61.680 11.65 79.35 .00 .OO 80.59 38.7 6911.2 n1o.o 157.3 5314.8 2337.9 .21 4.06 .Do7409 280. 245. 3 7.61 11.58 255. .M5 .wo 0 %EEcw) 63.230 3301 W CHANGED MORE THAN WINS 3302 WIINING: CONVEYANCE CUNGE WTSlOE OF ACCEPTABLE RANGE, 63.230 9.72 80.72 . 00 .21 6.33 6.15 .OW32 140. 135. 5.76 130. n1o.o 1649.8 5111.2 1049.0 %Em 64.430 SECNO DEPTH CWEL CRIWS a TIME PLOB OCH VCH PROB SLWlE XLOBL XLCH VROB XLDBR vLm 3301 HV CHANGE0 MORE THAN HVlNS 36115 20 TRIALS ATTEMPTED WSEL,CWEL 3720 CRITICAL DEPTH ASSME0 3693 PROBABLE MINIM SPECIFIC ENERGY 64.430 7810.0 1022.0 6029.1 758.9 6.56 81.M 81.56 .O22lOZ .22 10.78 10.71 9.50 bo. 120. 160. . 00 260.6 .035 3 YMLK ALOE XNL ITRIAL 94.8 .oo .035 20 81.31 831.3 .wo 0 EG ACH XNCH IDC 83.11 562.7 .wo 14 *bEcNO 64.630 3301 HV CHANGE0 WRE THAN HVINS 3302 WARNING: UYIVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, 64.630 7810.0 1299.2 5353.2 1157.6 152.3 691.9 7.51 82.51 .w .00 83.u .22 .OW749 8.53 20. 7.74 7.34 20. 20. .035 .wo 4 0 %EcNo 66.190 66.190 7810.0 1333.0 5981.8 495.2 220.0 b93.8 8.6 84.16 .00 .oo 85.18 .22 6.06 .013116 8.62 210. 5.85 156. .035 110. 3 .wo 0 .% 717.0 .035 0 KRATIO = 202.0 1.24 .035 0 KRATIO .58 182.1 .035 0 HV AROB XNR IUYIT 1.75 79.9 .035 0 KRATIO a .95 157.6 -035 0 1.02 84.7 .035 0 %EM 67.690 3470 ENCROACHMENT STATIONS= 1900.0 2245.0 TYPE= 1 TARGET= 67.690 7810.0 8.95 85.95 .oo .w 87.11 1.15 .O 7440.4 569.6 .O 858.2 50.8 143.5 1.92 .wo .OO .57 150.9 .W .OoO .W 1.67 .65 154.4 .MI0 .W HL WL UlN CORM A1 157.0 .ooo .oo 1.59 .26 157.4 .OOO .OO 1 .m 161.1 .Ooo .00 38.5 .11 65.90 3713.53 40.2 .a 67.70 182.81 .07 71 .OO 40.8 240.114 OLolS TUA ELHIN TOWID 41.4 .35 75.00 215.n .08 75.00 41.5 264.22 42.7 .02 399.85 75.70 -1900.000 1.89 164.4 .O4 43.8 75.00 74.00 1900.00 2278.53 n.00 611.00 2051.89 11169.08 74.00 ll3lX.38 74.00 2127.24 L-UNK €LEV R-BANK ELEV LSTA ENDST 78.00 2011.93 1799.16 78.00 78.00 2035.79 1791.57 moo 82.00 82.00 1742.43 2142.28 86.00 82.00 15 .a -00 8.67 7.27 .ooo .wo .035 .O00 77.00 1900.46 .012009 160. 150. 145. 2 0 0 .OO 175.25 2075.70 *SECNO 70.140 SECNO DEPTH CWSEL CRlW WELK Et nv HL P oLm PCH aum ALOB ACH mm OLOSS L-BANK ELEV WL TUA R-BANK €LEV TIME vLm VCH MOB XNL YWCH XNR SLOPE xLmL XLCH WN ELUIN SSTA XLOBR ITRIAL IOC lCWT WRAR TOPUIO EYDST 3301 W CHANGED MORE Tluy HVINS 3302 WRNING: CONVEYANCE CHANGE MSIOE OF ACCEPTABLE RANGE, KRATtO = 1.40 m.ta 7810.0 936.1 5889.6 W.3 142.9 1046.6 127.3 170.7 8.63 0.63 .W -00 89.20 .57 2.04 .06 84.00 .24 6.55 .035 .wo 45.1 82.00 5.63 7.73 245. 240. 2 0 0 .oo 307.70 m5o.m .035 .OOO 80.00 1743.28 .#)608L 260. *SECK0 74.740 3301 HV CHANGED MORE THAN HVINS 3502 WRYING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 74.740 7.80 91.80 .W .oo 93.46 1.66 3.93 7810.0 1596.4 4618.5 1593.1 162.8 455.8 139.6 181.6 47.6 (16.00 .n (16.00 .25 9.82 10.13 11.41 .013010 430. 460. .035 475. .OM) 2 .035 .OOO 84.00 1911.90 0 0 .M) 165.32 2077.21 ccnv= .ZOO CEHVE .LOO *SECNO 77.690 77.690 9.04 95.54 .oo 96.99 1.45 3.49 7810.0 100.5 6114.6 1594.8 .W 26.8 647.6 149.4 166.8 -04 94.00 48.7 88.00 .26 3.75 9.44 10.68 .011027 220. 295. .035 .wo .035 320. 3 0 0 .OO 167.34 2072.60 .WO (16.50 1905.27 WCNO 79.m 79.290 9.30 97.30 .OO .oo 96.49 1.19 1.45 .05 90.00 n1o.o 1114.8 5449.0 1246.2 137.9 622.5 133.7 190.0 49.3 90.00 -26 8.09 8.75 9.32 .035 .DM1 .035 .OOO 88.00 1893.50 807446 140. 160. 175. 2 0 0 .OO 183.65 2077.15 *SEW0 M.9W 3685 20 TRIALS ATTEUPTEO YSEL,CUSEL 3693 PROBIBLE UINIW SPECIFIC ENERGY 0 SECNO DEPTH MEL CRIB YSELK EG HV HL PLOB OLOSS L-BANK ELEV ECH TIUE ALOB ACH TUA R-BANK ELEV VCH MOB YOL XNL XNCH XNR XLOBR ITRIAL IOC WY ICON1 WRAR TOPYlO ENOST ELUIN SSTA won vLm SLOPE xLmL XLCH ma SRO CRITICAL DEPTH ASWWEO 80.990 5.41 102.41 102.41 .W 103.67 7810.0 582.4 6584.2 643.4 1 .26 65.5 719.4 2.21 83.0 193.4 .03 100.00 .27 50.3 100.70 8.88 9.15 7.75 .OS5 .028186 165. .wo 170. 175. .035 .WO 97.00 1925.52 20 14 0 .OO 354.10 2279.62 *SECNO 83.140 3301 HV CHANGED WRE THAN HVlNS 3302 UARNING: COUMYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1-98 a.140 7810.0 926.7 4610.5 2272.8 133.4 751.6 303.1 196.4 5.M 105.78 .oo .OO 106.47 .69 2.68 52.0 101.30 -12 102.00 16 .a 6.95 6.13 215. .w7155 250. %Ecw 84.840 3301 HV CHANGED MCUE THAN HVINS 7l85 MINIU SPECIFIC ENERGY .021843 175. 170. 7l85 MIYIW SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSWE0 86.840 11.97 112.97 7810.0 .29 4.06 10.41 .OW58 190. 200. 33.7 6670.3 LEWO DEPTH ME1 0 om TIM€ RCH SLOPE xLmL XLCH nm vcn 3301 tIV CWGEO MCUE THAN HVINS 7.50 .035 190. .wo 4 .035 0 .000 100.00 1852.94 0 .W 318.22 2171.15 107.25 353.8 18.3 705.2 .OO W.88 54.9 202.3 1.63 1.M 53.1 104.00 .3a 106.00 6.44 .035 165. 3 .wo 8 -035 .000 101.00 1925.63 0 .00 249.35 2174.98 112.97 1106.0 .OO 114.55 1.58 4.59 .Ol 112.00 8.3 640.7 138.6 205.9 7.98 54.3 111.00 .035 215. .wo 3 17 .035 .OOO 101.00 1947.95 0 .OO 274.99 2222.94 CRIB YEELK EO mv ALm HL ACH OLOSS L-BANK ELEV AROB XNL xwcn VOL XNR TW R-BANK ELEV YIN XLOBR ITRIAL IDC ICWT aR TOWID ENDST ELMIY SSTA pRm vRm 3302 WRYING: CONVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATIO = 5.83 88.590 12.92 114.92 .oo .oo 115.17 .25 35: 7810.0 1409.8 2163.4 4236.8 330.0 6115.9 987.5 211.3 .30 4.27 3.15 .035 .wo 4.29 185. 175. 160. .035 .OOo 3 0 0 .OO .000703 .SEOlO 90.190 3301 HV CHANGED MCUE THAN HVINS 3302 YARNING: CONVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATIO .30 90.190 11.65 114.65 .OO -00 115.79 1.14 .27 7810.0 157IO 755813 94.7 31 5.09 8.65 .wmo 150. 4.47 .035 160. 170. 3 0 .w .035 .ow 0 .w ."." .~~ 303 873.5 21.2 216.8 .. ~ %ECW 92.190 3301 W CHANGED MCUE THAN HVINS 3302 WRNIYG: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO * 2.92 92.190 13.15 116.15 -00 .00 116.38 .22 .LO .27 104.00 102.00 1929.39 55.4 110.00 293.18 2222.57 .36 112.00 103.00 1928.04 56.2 112.00 144.91 2072.95 -18 106.M Isr0.0 767.5 6565.2 447.4 171.4 1748.9 139.0 223.6 ~~~~ ~ ~~ -32 '4.33 3.77 3.22 .000905 .035 200. 200. 1%. 0 .00 226.48 2005.60 .w 2 .035 0 .OOO 103;OO 1869.32 ". ." *SECNO pL.040 3302 WRYING: CONVEYANCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATlO = .45 pO.040 11.23 116.23 .OO .00 116.86 .63 .K 17 .16 111.30 ."."._ "._.. ""._ .33 6.73 6.29 .ooc509 4.81 190. 185. 180. 2 ". . . ."_ nsn n 77s 1 mz:~n x0.1 329.0 1147.8 53.9 230.7 .ox5 -060 58.0 112.00 .035 0 0 .WO 105.00 1827.09 .w 234.79 2061.88 DECY0 DEPTH NSEL CRIB USELK EO nv HL OLMS L-BANK €LEV WH mm ACH ARW TIME ALOB VLW VCH vRm WL TUA XNL I-BANK ELEV XNCH XNR ICON1 mAR TOPUIO ENDST YTN ELWIN SSTA a PLm SLOPE xmL XLCH XLCSR ITRIAL IOC 'PW 95.540 a01 HV CHANGED DRE THAN HVINS a02 UARNING: QYVEYANCE CHANGE WTSIDE OF ACCEPTABLE WGE, KRATIO 5 -55 95.540 9.60 116.60 .33 .01bb58 9.37 11.43 160. 150. 7810.0 11s.0 6461.9 *S€EWO 97.240 3301 HV CMGED DRE THAN HVIYS 97.240 10.36 119.36 7810.0 2421.5 5160.5 .OW114 .34 8.27 9.20 170. rm. 192.1 -00 8.39 14s. 228.1 .00 7.33 17s. 123.4 .W .035 2 292.7 .oo -035 3 118.50 1.91 565.2 22.0 234.1 1.13 .51 112.00 58.7 112.00 ."" .060 .035 0 0 .& 107.00 lG.27 .00 149.69 2034.96 " . . -~ 120.58 1.22 1.94 .14 114.00 560.8 .DM) 31.1 237.2 59.4 114.00 .035 .OOO 109.00 1637.89 ~~ 0 0 .00 195.72 2033.61 *sEcNo 98.990 3301 HV CHANGED MORE THAN HVINS 3302 UARNING: CDWVEYAYCE CHANGE WTSIDE OF ACCEPTABLE RANGE, KRATIO .69 98.990 10.07 121.07 7810.0 . 00 3.0 7804.1 .oo 123.09 3.0 2.02 .9 683.9 2.19 .32 120.00 .x .9 240.3 3.42 11.41 60.0 120.00 3.42 .019078 155. 17s. .03S 180. .DM) 2 .035 .000 111.00 1928.39 0 0 .OO 113.22 2041.61 *SEI20 100.740 3301 HV CHANGED WORE THAN WINS 3302 UARNING: CONVEYANCE CHANCE WTSIDE OF ACCEPTABLE RANGE, MTIO = 1.93 SECW DEPTH NSEL CRIW USELK EG nv HL MOSS L-BANK €LEV P am TIME vLm SLOPE XLOBL 100.740 13.05 7810.0 bb7.6 35 5.87 .w5140 155. *SECNO 102.740 102.740 f0.03 7810.0 2587.6 .% .OM915 8.29 200. *SECNO 104.740 101.740 7810.0 1794.8 8.90 .% 7.99 PCH XLCH VCH 7243.2 124.05 7.43 17s. 125.03 5106.7 6.26 200. 125.90 5892.3 6.67 ORW vRm xLmR 99.2 .DO 4.65 180. .oo 115.7 4.56 200. .W 122.9 5.23 ALm XNL ITRIAL 79.7 .oo .035 2 . 00 312.3 .035 3 .oo 224.6 .035 ACH ARm WL TUA XYCH XYR R-BANK €LEV IOC YTN JCWT WRAR TOPYID ENDST ELWIN SSTA 124.88 .63 1.55 .24 120.00 .060 0 .035 .OOO 111.00 1897.81 0 .DO 156.72 2054.53 974. 6 21.3 243.8 60.5 120.00 125.79 815.5 25.4 248.9 .76 .89 .02 118.00 61.3 120.00 .060 0 .OS5 .WO 115.00 1881.17 0 .OO 170.90 2052.07 126.66 .76 .M 883.6 23.5 254.1 .w 120.00 .060 62.1 120.00 .035 .OOO 117.00 1850.20 18 .wu)w 200. 200. 200. 2 0 0 .00 176.77 2026.97 THIS RUN EXECUTED WG91 13:26:01 -rn-ooRoorn-*mtt WC-2 WTER DURFACE PROFILES W....m\m.."lC.H..t...t*.-.. Version 4.6.0; February lWl NOTE- A!SERISK <*I AT LEFT OF CROSS-SECTIW WER INDICATES WSSAGE IN -I OF ERRORS LIST 100-YR R0Q)PUlY FOR EX WWRY FRlWTQn TABLE 150 SEECYO XLCH .010 .DO 1.100 110.00 2.800 170.00 5.000 220.00 6.210 121.00 7.580 137.00 9.150 157.00 12.200 305.00 14.650 245.00 17.190 254.00 19.830 264.00 21.510 168.00 22.810 130.00 25.410 260.00 25.860 45.00 27.160 130.00 28.040 88.00 29.180 114.00 30.120 94.00 30.500 38.00 31.160 66.00 31.940 78.00 33.140 120.00 34.960 182.00 36.160 120.00 38.m 192.00 39.550 147.00 ELTRO .00 44.00 .DO -00 .oo .oo .00 .OO .oo . 00 .OO .oo . 00 -00 .00 . 00 .oo .00 .oo 58.00 .OO -00 .oo .OO .oo .00 .OO ELLC .M) 42.60 .oo .oo .00 .00 .oo .w .OO .OO .00 .00 . 00 . 00 . 00 .oo .W .oo .oo 56.00 -00 .oo .00 .00 .00 .00 . 00 ELMIN 0 29.50 W50.00 29.50 W50.00 29.00 9850.00 31.00 11080.00 31.50 8080.00 32.30 OOM.00 33.40 8080.00 35.50 11080.00 36.00 0080.00 37.00 8080.00 37.60 (wBo.00 38.30 11080.00 38.70 11080.00 39.80 11080.00 39.90 11080.00 42.50 0080.00 43.00 11080.00 43.90 11080.00 45.00 0080.00 45.00 11080.00 46.20 8080.00 47.00 11080.00 48.20 11080.00 48.90 8080.00 49.60 11080.00 50.20 (wBo.00 men (w~o.00 19 ME1 38.16 39.22 39.94 41.51 U.50 44.66 45.66 46.42 47.80 48.30 49.09 49.27 49.58 49.91 51.19 52.79 54.95 56.23 55.98 58.37 59.56 59.55 60.52 61.17 62.11 62.37 64.90 CRlUS 38.16 .DO 39.94 41.51 .00 43.17 .00 .oo .MI .00 .00 .oo . 00 . 00 51.19 32.79 .00 . 00 .oo .00 .OO .00 60.52 61.17 . 00 .w 64.90 EG 41 .% 41.75 43.42 45.09 46.12 46.73 47.33 48.26 49.02 b9.54 50.07 50.39 50.63 51.41 54.77 56.39 57.26 57.84 58.77 59.87 60.22 60.49 61.57 62.64 63.08 63.70 66.32 1WKS 74.41 46.68 58.59 68.89 22.98 36.25 26.05 29.59 19.10 21.02 11.08 16.29 16.92 28.31 n.41 74.67 41.60 26.26 54.22 20.71 11.43 23.55 25.33 32.31 18.51 29.64 29.36 vcn ARE& .OlK 14.m 666.17 1141.M 12.75 m.45 1441.71 15.17 726.63 1286.87 15.42 566.03 973.47 10.26 824.31 1685.66 11.64 768.21 1342.07 10.51 689.81 1W.M 11.04 836.21 1455.46 9.21 1138.87 1848.W 9.11 1059.51 1762.38 8.12 1228.29 2153.70 8.54 987.42 2001.96 8.44 1182.79 1964.31 9.83 822.14 1518.55 15.19 538.17 949.55 15.22 530.93 935.01 12.18 667.14 1252.69 10.18 793.95 1576.a7 13.41 602.53 1097.29 9.95 926.99 1m.a 7.62 1642.15 2390.28 9.73 1424.49 1665.11 10.20 1449.42 1605.29 10.41 1081.07 1421.46 8.58 1294.74 1878.05 10.42 1156.27 1483.53 11.35 1174.45 1491.27 41.050 150.00 42.600 155.00 45.200 i?bo.oo 47.080 188.00 49.m 240.00 51.830 235.00 53.030 120.00 55.080 205.00 59.330 425.00 61.m 255.W 6s.W 135.00 64.430 120.00 64.650 20.00 66.190 156.00 67.690 150.00 m.1Lo 245.00 SECYO XLCW 74.740 460.00 77.690 295.00 79.290 160.00 m.pw rmoo 83.140 215.00 w.wo 170.00 86.840 200.00 88.590 175.00 90.190 160.00 92.190 m.00 91.040 185.00 95.540 150.00 w.2~0 1n.w 96.990 175.00 100.740 175.00 102.740 200.00 104.740 200.00 " 700-YR FLOODPLAIN FW EX .OO .OO .oo .W .OO .OO .W .OO .OO .OO .W .W .OO .00 .OO -00 ELTRD .OO .oo .oo .OO -00 .OO .W .OO -00 -00 .OO .00 .W .OO .OO .OO .OO .OO .OO .OO .W .OO .W .OO .OO .00 .OO .OO .00 .oo .OO .OO .Do ELLC .W .OO .OO .OO .W .MI . 00 .OO . 00 .oo .W . 00 .W .w .w .OO .OO 51.70 .SJEO.OO 52.70 m.oo 55.00 8080.00 56.80 8080.00 59.20 8ca0.00 60.30 n1o.oo 6o.m n1o.00 61.40 n1o.w a.w n1o.w 67.70 781O.W 71.00 n1o.w 75.00 n1o.oo 75.00 mmoo 75.70 n1o.w 77.00 n1o.w 80.00 7810.00 ELMIN 0 84.00 n1o.oo MSO n1o.w 88.00 7810.00 97.00 n1o.w 100.00 n1o.w 101.00 7810.00 101.00 n1o.00 102.00 n1o.oo 103.00 nlo.00 103.00 7810.00 1os.00 n1o.w 107.00 nlo.00 109.00 nlo.00 u1.w n1o.oo I11.w n1o.w 115.00 n1o.w 117.00 n1o.oo 66.42 m.n 69.12 70.39 R .74 74.80 75.20 75.84 n.97 79.34 80.73 81.36 112.79 84.08 85.99 88.64 MEL 91 .80 95.54 97.30 102.41 105.78 107.25 112.97 114.92 114.65 116.15 116.23 116.60 119.36 121.07 124.05 125.03 125.90 .OO .OO .OO .W 72 .74 .OO .OO 75.84 .OO .OO -00 81.36 .W .OO .W .W CIIW .OO .OO .oo 102.41 .oo 107.25 112.97 .OO .OO .W .W .W .OO .W .w .OO .W 66.81 24.18 67.62 80.41 m.21 85.44 71.38 53.27 73.90 95.71 75.29 37.01 75.70 SI.= 77.31 1a.m 79.33 24.41 80.59 74.31 81.31 34.21 83.11 221.02 83.62 71.80 85.16 141.73 87.12 118.09 89.21 60.92 Et 1WKS 93.46 129.80 96.W 110.43 96.49 74.46 103.67 281.86 106.47 71.55 108.88 218.44 114.55 258.58 115.17 7.03 115.79 77.20 116.38 9.05 116.116 45.09 118.50 146.58 120.58 91.14 123.09 190.78 124.111) 51.40 125.79 39.15 126.66 48.00 5.77 1673.89 1643.02 9.03 1143.49 901.08 9.42 1037.25 874.13 7.94 1143.15 1107.05 9.93 1035.30 834.68 5.94 1416.60 1283.81 6.16 1386.44 1395.25 10.82 867.98 749.22 5.02 1627.02 1580.n 7.62 937.88 905.02 6.14 1275.31 1335.21 10.71 737.42 525.33 7.21 1o.s.~ 921.m 8.88 969.43 656.01 8.62 914.52 718.69 5.65 1316.29 1000.65 vcn AREA .01K 10.12 758.87 6115.52 9.45 823.35 743.22 8.75 894.04 905.09 9.15 867.93 465.19 6.13 1188.14 923.29 10.45 778.49 528.43 10.41 787.64 505.63 3.15 2003.45 2946.61 8.65 925.54 m.85 3.77 2065.32 2596.42 6.29 1230.67 1163.12 11.43 711.51 645.08 9.20 884.59 818.10 11.41 685.64 565.43 7.43 1075.57 1089.33 6.26 1153.10 1248.25 6.67 1131.68 1127.30 -I PRIYTWT TABLE 150 - 20 . - . - - " .- -* - . . . .- -. . - . SEW0 0 .010 9850.00 1.100 9850.00 2.m w50.00 5.000 m.00 6.210 8080.00 7.580 m.00 9.150 8080.00 12.200 8080.00 14.650 6080.00 17.190 8MO.00 19.830 W.00 21.510 8080.00 22.810 8080.00 25.410 8080.00 25.860 8080.00 27.160 EO80.00 28.040 m.00 29.180 8080.00 30.120 m.00 30.500 8080.00 31.160 6080.00 31.940 8080.00 53.140 8080.00 34.960 8080.00 36.160 6080.00 38.080 8080.00 39.550 8080.00 41.050 8080.00 42.600 8080.00 45.200 8080.00 47.080 8080.00 49.m 8080.00 51.830 7810.00 53.030 7810.00 55.080 7810.00 59.350 mo.00 61.880 7810.00 WSEL 38.16 39.22 39.94 41.51 44.50 44.66 45.66 46.42 47.0 48.30 49.09 49.27 49.58 49.91 51.19 52.79 54.95 56.23 55.98 58.37 59.56 59.55 60.52 61.17 62.11 62.37 64.90 66.42 66.72 69.12 70.39 72.74 74.80 75.20 75.86 78.97 79.31 OIFUSP DlFUSX .W .W .W 1.06 .oo .n .00 1.57 .W 2.98 .W .17 .W 1.00 .OO .76 .W 1.38 .DO .50 .DO .79 .oo .18 .DO 31 .oo .x .DO 1.28 .00 1.60 .00 2.16 .OO 1.27 . 00 - .25 . 00 2.39 . 00 1.20 . 00 -.01 . 00 .97 . 00 .65 . 00 .94 . 00 .27 .OO 2.53 . 00 1.52 .oo .29 .OO 2.40 .oo 1.27 .oo 2.35 .oo 2.06 .W .LO .OO .64 .oo 3.13 .00 .38 DIFM .W .W .W .00 .W .Do .oa .oo .W .oo .W .OO .W .W .OO .W .DO .W .oo .oo .OD .W .oo .oo .oo .W .W .W .W .W .W .W .W .w .00 .OO .oo TOPYIO 100.00 100.w 125.00 83.82 112.00 180.00 10.00 200.00 270.00 2M.18 201.90 143.63 259.03 110.89 86.81 75.13 93.71 96.59 79.95 179.00 500.00 505.00 578.00 440.00 388.11 400.00 400.00 492.02 470.70 y11.37 338.W 426.62 336.01 307.39 275.08 378.49 182.67 xLcn .DO 110.00 m.oo 220.00 121.00 137.00 157.00 305.00 245.00 25b.00 264.00 166.00 130.00 260.00 45.00 13o.w 88.00 114.W 94.00 38.00 66.00 78.00 120.00 182.00 120.00 192.00 147.00 150.00 155.00 260.00 1118.00 240.00 235.00 120.00 205.00 425.00 255.00 21 t 6'5.230 6b.430 6b.m 66.190 67.690 70.140 74.740 77.693 TP.m a0.m B. 140 s.w 06.8bO n1o.w n1o.w mo.00 7810.00 7810.00 7810.00 n1o.w n1o.w 7810.00 mom n1o.oo 7810.00 7810.00 PCYO 0 m.590 7810.00 90.190 7810.00 92.190 7810.00 (Y.040 7810.00 %.YO nlo.00 97.240 n1o.m p11.m mom 100.740 7810.00 102.740 n1o.oo 1w.740 n1o.oo 80.73 81 .% 82.79 s.08 85.99 88-64 91 .O 95.51 97.30 102.41 1os.n 107.45 112.97 CUSEL 114.92 111.65 116.15 116.23 116.60 119.36 121.07 124.05 125.03 125.90 .00 1.39 .00 .00 .64 .OO .00 1 .42 .w .00 1 .30 .00 .00 1.90 .00 .OO 2.65 -00 .W 3.16 .00 .00 3.74 .w .OO 1.76 .00 .W 5.11 .00 .00 3.37 .00 .00 1.47 .00 .OO 5.72 -00 Dl FUSP .00 .00 .00 .00 . 00 .00 .@I .oo .oo .oo DlMX 1.95 - .26 1 so .08 .37 2.76 1.71 2.98 .98 .87 01 FKUS .oo .W .OO .w .00 .oo . 00 .Oo .oo 80 240.94 215.77 219.35 596.11 175.77 307.68 165.37 167.27 183.65 354.10 318.22 249.31 274. W TOPUlD 293.18 144.91 U6.a 234.79 149.69 195.72 113.22 156.72 1m.w 176.n 135.00 120.00 20.00 156.00 150.00 245.00 460.00 295.00 160.00 1n.w 215.00 1m.w Mo.00 XLCH 175.00 160.00 200.00 185.00 150.00 170.00 175.00 175.00 200.00 200.00 IuIIIlV Of ERRORS AND SPECIAL NOTES WIOI SEc*o. .OlO PROFILE- 1 CRITICAL DEPTH ASSUED WIW LEm 1.100 PROFILE. 1 wmwLrc JUW D.S. WIW SEEIK). UUTIW Polor 2.a PROFILES 1 CRITICAL DEPTH ASSWE0 2.600 PWFILES 1 MINIM SPECIFIC ENERGY WlW SEcm WlW SEolor 5.000 PROFILE. 1 MINI(UI SPEClflC ENERGY 5.000 PROFILE. 1 CRITICAL DEPTH ASSUED WING PCWO. 6.210 PROFILES 1 CONVEYANCE CHANGE UJTSIDE ACCEPTABLE RANGE WIW PECYO. 25.860 PROFILE= 1 CRlTICLL MPTH ASWIIEb ~ ~ ~~~ ~ ~~ . . ~ . _" WlW SEW- 25.0 PROFILE. 1 PROBABLE MINIM SPECIFIC ENERGY UUTlW SECWO. 25.0 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE USEL . "" "~ ~ .. UUTIW SECYOI 27.160 PROFILE= 1 CRITICAL DEPTH ASSWED WIW SEUlOI 27.160 PROFILE- 1 MINllul SPECIFIC ENERGY YlRNINB SECWD; 30.120 PROFILES 1 CCUVEYAWCE CHANGE UJTSIDE ACCEPTABLE RANGE 22 30.500 PROFILE, 1 HrnRIuLIc JWP D.S. 30.500 PROFILES 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 31.%0 PROFILE. 1 CONVEYANCE CWGE MSIDE ACCEPTABLE RANGE 33.140 PROFILE- 1 CRITICAL DEPTH ASSUIED 33.140 PROFILE- 1 PROBlgLE MINIM SPECIFIC ENERGY 33.140 PROFILE= 1 20 TRIALS ATTDPTED TO BALANCE USEL 34.960 PROFILE. 1 CRITICAL DEPTH ASSWED Y.W PROFILE= I aumw SPECIFIC ENERGY 39.550 PROFILE= 1 CRITICAL DEPTH ASEUYD 39.550 PROFILE. 1 -LE MINIM SPECIFIC ENERGY 39.550 PROFILE= 1 20 TRIALS ATTEMPTEO TO BALANCE USEL 42.600 PROFILES 1 CONVEYANCE CNANGE MSIDE ACCEPTABLE RANGE 49.480 PROFILES 1 CRITICAL DEPTH AsEulED 49.480 PROFILE. 1 20 TRIALS ATTEMPTED TO BALANCE USEL 49.480 PROFILE- 1 PRODABLE MINIIM SPECIFIC ENERGY 51.630 PROFILE= 1 CONVEYANCE CWGE MSIDE ACCEPTABLE RANGE 55.0110 PROFILE. 1 CRITICAL DEPTH ASSAED 55.0110 PROFILE. 1 PRODABLE MINIM SPECIFIC ENERGY 55.0110 PROFILE= 1 20 TRIALS ATTEWPTED TO BALANCE USEL 59.330 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 61.800 PROFILE- 1 CONVEYANCE CHMGE MSlDE ACCEPTABLE RANGE 65.230 PROFILES 1 CONVEYANCE cI*yGE MSIDE ACCEPTABLE RANGE 64.430 PROFILE= 1 MINIM SPECIFIC ENERGY 64.430 PROFILE’ 1 CRITICAL DEPTH ASSUHD 64.650 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 74.740 PROFILES 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 80.990 PROFILE= 1 PROBABLE MINIM SPECIFIC ENERGY 80.990 PROFILES 1 CRITICAL DEPTH ASWED 80.990 PROFILES 1 20 TRIALS ATTEHPTED TO BALANCE USEL 63.740 PROFILE. 1 CONVEYANCE CHMGE UJTSIDE ACCEPTABLE RANGE 84.840 PROFILE= 1 CRITICAL DEPTH ASWED 84.840 PROFILE. 1 MlNIlwl SPECIFIC ENERGY 86.840 PROFILE= 1 CRITICAL DEPTH ASSWED M.MO PROFILE. 1 MINIM SPECIFIC ENERGY 86.590 PROFILE= 1 CONVEYANCE CHANGE UJTSIDE ACCEPTABLE RANGE W.1w PROFILE= 7 COUVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 92.190 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 94.010 PROFILE. 1 COUVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 95.540 PROFILE. 1 CONVEYANCE CHANGE UJTSIDE ACCEPTABLE RANGE 96.990 PROFILE= 1 COYVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 100.740 PROFILES 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 23