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Permit 89-04-SMP - RIVERSIDE INN - SHORELINE SUBSTANTIAL DEVELOPMENT
89-4-SMP Permit 89-04-SMP - RIVERSIDE INN - SHORELINE SUBSTANTIAL DEVELOPMENT14050 interurban avenue south epic-21-89 riverside inn CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 August 25, 1989 Don Bells Department of Ecology Environmental Review Section Central Operations Program Campus Mail Stop PV -11 Olympia, Wa. 98504 -8711 RE: DETERMINATION OF SIGNIFICANCE FOR THE WHITCO PROPERTIES LOCATED AT S. 115th STREET & EAST MARGINAL WAY. Dear Mr. Bells: Attached is DS we issued fill permit application. Please submit your comments in writing before the September 14, 1989 deadline. Th Rick Beeler Director, D.C.D. Attachments: *DS *CHECKLIST *PLANS PHONE M (2061433.18(10 Cary L. VanDusen, Mayor on August 25, 1989 for a grading and To: The proposal by TWN 23; RG 4 the nearest quarter section) EXEMPTION FROM SHORELINE MANAGEMENT ACT SUBSTANTIAL DEVELOPMENT PERMIT REQUIREMENT MR. BENNIE WOYVODICH,, 14060 INTERURBAN AVENUE S. the following development PLACEMENT OF A STABILIZATION BERM AND RIPRAP NECESSARY TO PROTECT THE BERM FROM EROSION. (be specific) upon the following property NE 1/4 OF NW 1/4 SECTION 14 (legal description, i.e., section to within DUWAMISH RIVER and /or its associated wetlands (name of water area) is exempt from the requirements of a substantial development permit because the development EMERGENCY CONSTRUCTION NECESSARY TO PROTECT THE PROPERTY FROM FURTHER DAMAGE AND TO RESTORE THE PROPERTY BACK TO ORIGINAL CONRITION. PURSUANT TO SIJRSFCTTON °D" AND °B° OF THE WAC 173 - 14440. (Identify exemptions as outlined in WAC 173 -14 -040) SECTION 10 /SECTION 404 PERMIT (Corps Public Notice Number if Available) The proposed development is consistent or inconsistent with: CHECK ONE: CONSISTENT INCONSISTENT N/A CITY OF TUKWILA (name and address of the applicant) ROBERT REGAN to undertake (name of applicant) N/A [� Policies of the Shore- line Management Act The guidelines of the Department of Ecology where no master program has been finally approved or adopted by the department. Director, Planning Dept. *THE CITY OF TUKWILA HAS ADOPTED A MASTER PLAN IN WHICH THIS EXEMPTION IS CONSISTENT. 0 • WAC 197 -11 -970 DETERMINATION OF NONSIGNIFICANCE Description of Proposal RIVERSIDE INN FOUNDATION STABILIZATION BY RIPRAP ALONG THE DUWAMISH RIVER EDGE. Proponent KLOHN LEANOFF, CONSULTING ENGINEERS Location of Proposal, including street address, if any 14060 INTERURBAN AVENUE S. NE 1/4, NW 1/4 SECTION 14 TWN 23, RGE 4 Lead Agency: City of Tukwila File No. EPIC- 21 - 89 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. (� There is no comment period for this DNS This DNS is issued under 197 -11- 340(2). Comments must be submitted by . The lead agency will not act on this AUGUST 23, 1989 proposal for 15 days from the date below., Responsible Official Rick Beeler Position /Title Address 6200 Southcenter Boulev ard, Date / ( (yc°y Signature You may appeal this determination to the City Clerk at City Boulevard, Tukwila, WA 98188 no later than 10 days from the appeal stating the basis of the appeal for specific factual required to bear some of the expenses for an appeal. FM.ONS Planning Director Phone 433 -1846 - •` T kwi Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. 188 Hall, 6200 Southcenter above date by written objections. You may be /0' • —$ ' DATE 1 0 SO. 11TH DATE EY 1 I , 0 • /0 20' V auFr / /A/a . • 0/IZE • . ..-" :bilk / 5 .? -, • ' ---•:-.::.--:- • .. . ..... : ■ : e. f" 1 l'i? F f ' I / 4......" . . • - //,..> .... '''...... . ••••••• '.,.. .. . '' • r' '• .. • • • •••:' • •':. I 1 '; I . .. • . . 40' . . TYP/C • CROSS - SECTION loi • REV. NO. DESCRIPTION RIVERSIDE INN / 0 T ER .U1213:4 W. AVE E. TU/C W IN& - 7 - c N. S 7.6" PL. /4/V T CRO‘55 - SE CTION ' / BY (' HANSEN ADAMS:-, CHALKER P.E. . ga• 444,14 LTING ENGINEERS, 'CIVIL'S, STRUCTURAL Uwe. 3 1 LAND SURVEYORS yp3 TACOMA. WASHINGTON l) 2'197 CHECKED SCALE Mr', NO. SHE(' . , •••••••■■••■••••••••••••■•••••••••■••■••■••■•••. .& I MAR 6 pp . typical cross section PW0174 0101 -1- TECHNICAL MEMORANDUM To: Dick Regan From: David Lam David Stone Re: Sheet pile Wall Analysis As per your request, we have completed an analysis of the sheet pile wall, based on information provided by you. The following parameters were used in our analysis: Geometry Tip of sheet pile .. Elev. -7.0 Top of soil backfill (bldg. side) .. Elev. +20.0 Maximum water table beneath bldg footing .. Elev. +16.0 River level variable Datum mean sea level Materials and Strength Parameters Soil, both sides of piling .. Unit Weight - dry - saturated - bouyant Friction Angle (effective) Coefficients of Earth Pressure - K (active) - K (at -rest) - K (passive) June 21, 1989 Silty Sand 115 pcf 125 pcf 62.6 pcf 28' 0.36 0.53 2.5 -3.0 We checked two common design criteria, namely moment equilibrium and horizontal force equilibrium. Using the existing geometry, and the worst design scenario (a low river level and a high groundwater level behind the wall) the driving moments were found to exceed the resisting moments by a factor of about 10. We therefore suspect there are significant restraining forces somewhere in the geometry not accounted for in our analyses, likely a result of the 3D geometry, or possibly anchorage of the sheet piles. Horizontal force equilibrium of the existing geometry likewise yielded driving forces in excess of resisting forces, again suggesting there are unknown resisting forces in the system. In short, a two dimensional analyses suggests the existing geometry is unstable. We then computed the amount of backfill required to provide 2- dimensional force equilibrium with a factor of safety of 1.5 (accepted design criteria). We calculated that 17.9 feet of backfill, measured from the tip of the sheet piling, are required on the river side to satisfy this criterion (i.e. fill up to about Elev. +11.0). We then ,E„ 4.ru -r' 2 PW0174 0101 -2- June 21, 1989 checked the moment equilibrium about the tip of the pile and determined the moments nearly balance (270,000 ft -lbs driving versus 240,000 ft -lbs resisting) with this toe support. Other computations were conducted to determine the sensitivity of the results to some of the design parameters. The river level, for example, was found to have a minor effect on the amount of fill required (about plus or minus 1 to 2 feet). Likewise the groundwater level behind the wall does not have a significant impact (it raises the driving forces by less than 10 percent). We further checked the effect of using at -rest lateral earth pressures, K (if the wall has not moved at all) versus full active earth pressures, K (which require some movement of the wall) and determined the at -rest criteria would require additional fill, up to Elev. 13.7. There are a number of limitations to the above analyses, specifically: - it does not account for a surcharge due to the building foundation loads, although this loading may be significant. This information was not available. - no checks on the structural integrity of the sheet piling (bending moments, buckling criteria, and so on) were conducted. This requires knowledge of the piling section properties. - the analysis does not account for slope failures involving the piling. - a seismic analysis of the sheet pile wall was not conducted (which likely is a code requirement). In particular liquefaction of the silty sand backfill behind the wall may be a concern. - the analysis does not account for any structural interaction between the piles and pile cap and /or building. This makes our analysis conservative. - the analysis does not account for the 3- dimensional geometry of the problem, in particular the lateral extent of the scour hole and the interlocking of the sheet piles, or the curved geometry of the wall. These latter limitations likewise make our analyses conservative. The 3- dimensional geometry is thought to be the main reason the wall has not shown any signs of distress. In summary, analyses indicate backfilling the river side of the sheet pile wall to at least Elev. 11.0 (even more if building surcharge loads are added) are required to restore 2- dimensional stability to the wall. Examining photographs of the site, it would appear the sections adjacent the scour have at least this level of toe support. A fill berm 30 to 35 ft. wide, constructed with the native silty sands, is required to mobilize full passive resistance on the river side of the wall. If rockfill is used to construct the berm, a 12 ft. wide crest at Elev. 11.0, with 1.5H:1V slopes, will provide roughly the equivalent passive resistance. PW0174 0101 The above recommendations should be considered preliminary.. Before proceeding with final design, building loads and 3- dimensional effects should be considered in the analysis David J.S. Lam David M.R. Stone June 21, 1989 PW0174 0101 TECHNICAL MEMO Water Surface Profiles An HEC -2 numerical model of the Duwamish River from River Mile (RM) 8.8, I -5 bridge crossing to RM 12.5 I -405 bridge crossing was assembled, in order to study the effects of the proposed stabilization berm and riprap protection project located at the Riverside Inn, RM 10.4. The model is based on survey data accomplished by: C:( JUL 241989 July 13, 1989 Corps of Engineers, 1982 FEMA Property Developer (name unknown) for land immediately upstream from Riverside Inn on the left bank 1984 The model was calibrated to the Corps of Engineers 100 -year flood profile which was derived by unsteady flow modeling techniques. The model was run to simulate the 100 -year flood conditions without and with the proposed stabilization berm and riprap protection. The computed 100 -year flood profile with the project in place does not increase in the height of the 100 -year flood at the site or upstream; in fact, the calculations indicate a minor (0.01 ft) drop in the profile due to the improved efficiency in the vicinity of the Riverside Inn. This improvement in efficiency is due to the smoother alignment of the river bank created by the stabilization berm and riprap. However, the increased efficiency does create a slight increase in the average channel velocity at the improved section this increase is from 3.5 fps to 4.0 fps. The computations show that the velocity increase attenuate rapidly to no change within 250 feet upstream. Copies of backwater computation for the existing and with project conditions are attached. Cross section 4.01 and 3.0 identify the location effected by the project. Richard n P.E. R g KLOHN LEONOFF 1 * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM -PC -XT VERSION AUGUST 1985 * RUN DATE 07 -10 -89 TIME 21:24:07 P 3 1� .1 d 5 ° r 1 07 -10 -89 21:24:08 T1 T2 T3 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION AUGUST 1985 DUWAMISH RIVER KING COUNTY, WASHINGTON EXISTING CONDITIONS 10 0 CIa- 'FL-00"0 INTERSTATE HY5 TO INTERSTATE HY405 X X XXKXXXX XXXXX X X X X X X XX X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX xx X XXXXX woo( X X XXXXXXX * U.S. ARMY CORPS OF EN * THE HYDROLOGIC ENGINE * 609 SECOND STREET, SU * DAVIS, CALIFORNIA 956 * (916) 440 -2105 (FTS PAG THIS RUN EXECUTED 07 -10 -89 ^@^ J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 0. 0. .000000 .00 .0 0. 13.500 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CFNIM ITRACE -1.000 .000 -1.000 .000 .000 .000 .000 .000 .000 15.000 J3 VARIABLE CODES FOR SUNVIARY PRINTOUT 38.000 39.000 4.000 3.000 42.000 2.000 1.000 53.000 21.000 22.000 54.000 5.000 .000 38.000 16.000 17.000 18.000 43.000 13.000 14.000 15.000 25.000 26.000 27.000 28.000 .000 .000 .000 .000 .000 NC .080 .060 .040 .100 .500 .000 .000 .000 .000 .0 QT 1.000 12880.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 70.000 24.000 42.000 228.000 .000 .000 .000 .000 .000 .0 GR 18.100 .000 18.100 1.000 18.500 24.000 18.500 42.000 6.300 58.0 GR 3.500 64.000 .500 66.000 -1.000 77.000 -6.000 87.000 - 6.300 99.0 GR -4.200 119.000 -2.400 139.000 -1.600 159.000 -1.600 183.000 -1.000 193.0 GR 2.500 201.000 6.800 203.000 8.800 212.000 19.800 228.000 20.800 232.0 GR 21.700 251.000 21.700 253.000 27.900 262.000 29.200 273.000 .000 .0 NC .000 .000 .035 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12880.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 69.000 20.000 .000 207.000 350.000 350.000 350.000 .000 .000 .0 GR 13.700 .000 13.700 1.000 12.500 30.000 10.800 42.000 4.900 50.0 GR 3.100 53.000 - .600 68.000 - 2.600 80.000 -4.400 100.000 -5.900 120.0 GR -7.500 140.000 - 10.500 160.000 .100 179.000 3.100 184.000 8.200 190.0 GR 10.800 197.000 17.700 207.000 17.900 209.000 17.900 210.000 19.000 329.0 NC .000 .000 .040 .000 .000 .000 .000 .000 .000 .0 1 QT 1.000 12870.000 .000 .000 .000 .000 .000 .000 .000 .0 07 -10 -89 21:24:08 pqG X1 68.000 23.000 38.000 286.000 1000.000 1100.000 1050.000 .000 .000 .0 GR 47.500 .000 47.500 1.000 32.900 19.000 25.200 38.000 6.700 52.0 GR 3.600 55.000 - .200 56.000 - 5.600 60.000 -4.500 87.000 -4.000 107.0 GR -4.200 127.000 -3.500 147.000 -3.600 167.000 -2.500 187.000 .000 204.0 GR 3.600 211.000 8.000 213.000 8.600 219.000 10.800 227.000 10.800 257.0 GR 13.300 268.000 16.000 286.000 18.000 336.000 .000 .000 .000 .0 NC .000 .000 .043 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12850.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 67.000 18.000 52.000 222.000 1300.000 1100.000 1200.000 .000 .000 .0 GR 21.800 .000 21.800 1.000 22.800 38.000 22.800 42.000 19.200 52.0 GR 5.200 69.000 1.200 79.000 - 2.000 84.000 - 13.000 98.000 - 14.300 118.0 GR - 11.500 138.000 -7.900 158.000 -6.100 170.000 1.200 184.000 10.800 186.0 GR 11.900 222.000 16.000 322.000 18.500 372.000 .000 .000 .000 .0 QT 1.000 12650.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 66.000 21.000 104.000 280.000 2500.000 6500.000 6300.000 .000 .000 .0 GR 21.600 .000 21.600 1.000 21.800 50.000 20.400 100.000 19.700 104.0 GR 11.900 116.000 8.800 125.000 2.400 134.000 1.700 138.000 -1.900 144.0 GR -6.300 160.000 -2.600 180.000 -3.000 200.000 -1.100 220.000 .400 235.0 GR 1.700 244.000 4.600 251.000 10.100 254.000 13.500 280.000 17.500 310.0 GR 18.100 800.000 .000 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12618.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 5.000 14.000 20.000 175.000 400.000 200.000 390.000 .000 .000 .0 GR 16.800 20.000 15.900 24.000 9.200 34.000 2.600 42.500 -4.600 51.5 GR -9.600 55.000 - 2.100 90.000 -3.600 91.000 .700 120.000 -.200 132.0 GR 3.400 145.500 7.800 153.400 16.000 175.000 16.100 400.000 .000 .0 QT 1.000 12602.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 4.010 20.000 18.200 205.000 128.000 78.000 103.000 .000 .000 .0 GR 16.000 18.200 3.000 18.200 2.800 20.000 -3.400 28.000 -2.700 29.0 GR -.900 30.000 - 10.400 43.500 - 7.700 48.000 -6.100 51.000 -3.930 57.3 GR -1.700 121.500 -.400 134.200 -.900 145.000 2.800 158.000 5.100 164.0 GR 7.100 167.000 10.000 175.500 15.500 205.000 16.000 400.000 16.000 800.0 QT 1.000 12584.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 3.000 18.000 4.900 200.000 110.000 80.000 110.000 .000 .000 .0 GR 16.000 4.900 7.900 4.900 3.100 8.000 -1.800 12.800 -2.200 23.5 GR - 1.700 38.000 1.300 52.000 -1.200 67.000 -1.100 87.000 - 1.400 99.4 GR -1.000 105.300 .800 129.900 -.800 130.000 3.600 144.000 6.400 148.5 GR 16.000 200.000 16.000 400.000 16.000 800.000 .000 .000 .000 .0 QT 1.000 12580.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 1.000 20.000 19.300 200.000 128.000 50.000 128.000 .000 .000 .0 GR 16.000 19.300 15.800 20.000 15.100 25.500 6.600 37.400 .800 47.0 GR - 2.200 54.500 -2.300 55.000 -2.000 65.000 -3.800 91.000 -1.800 91.5 GR -1.300 103.000 -1.900 108.000 -2.300 131.000 -2.700 141.800 -2.700 171.0 GR 2.700 178.200 6.300 180.800 9.600 187.500 16.000 200.000 16.000 400.0 1 07 -10 -89 21:24:08 RAG QT 1.000 12570.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 65.020 16.000 246.000 449.000 100.000 500.000 100.000 .000 .000 .0 GR 20.000 .000 18.000 172.000 16.000 187.000 15.500 236.000 14.000 246.0 GR 12.000 248.000 11.000 254.000 -2.000 266.000 -2.600 274.000 -1.600 313.0 GR -1.700 323.000 -2.200 352.000 -2.200 379.000 1.000 382.000 15.600 409.0 GR 20.000 449.000 .000 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12532.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 65.010 18.000 310.000 473.000 400.000 300.000 400.000 .000 .000 .0 GR 20.000 .000 18.000 62.000 16.000 106.000 14.000 140.000 14.000 220.0 GR 16.000 230.000 16.800 290.000 14.000 310.000 8.500 319.000 5.500 326.0 GR 1.500 341.000 -3.000 352.000 -1.400 360.000 -2.500 423.000 -1.900 434.0 GR - 1.900 443.000 18.800 473.000 18.800 500.000 .000 .000 .000 .0 QT 1.000 12440.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 65.000 21.000 104.000 320.000 600.000 1000.000 800.000 .000 .000 .0 GR 20.200 .000 20.200 1.000 17.700 100.000 17.200 104.000 13.900 113.0 GR 10.000 125.000 4.900 133.000 1.000 140.000 -1.600 143.000 -1.300 160.0 GR -2.000 180.000 -1.700 200.000 -1.600 220.000 -1.700 240.000 -3.000 260.0 GR -3.700 272.000 1.000 2:•:.000 1.200 293.000 11.300 295.000 19.100 320.0 GR 20.000 344.000 .000 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12300.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 11.180 16.000 50.000 185.800 1350.000 1500.000 1200.000 .000 .000 .0 GR 21.600 .000 21.400 24.300 20.500 34.100 17.300 41.900 17.400 50.0 GR 15.200 55.900 3.800 64.900 -4.300 76.000 - 5.100 90.100 .100 150.1 1 GR .600 163.900 2.300 169.800 9.900 180.700 15.400 185.800 16.800 212.0 GR 20.300 225.000 .000 .000 .000 .000 .000 .000 .000 .0 11.479 28.000 317.100 474.700 2700.000 2200.000 2500.000 .000 .000 .0 10.000 .000 .000 .000 .000 .000 .000 .000 .000 .0 20.500 .000 19.700 33.600 19.900 44.700 20.500 133.300 20.500 211.2 22.100 317.100 10.200 335.500 3.900 340.700 1.300 346.100 -2.100 353.1 -2.800 363.100 -3.300 373.100 - 3.400 383.100 -3.200 393.100 - 3.000 403.1 -2.300 413.100 -1.500 423.100 -.900 433.100 1.100 440.100 4.200 444.7 7.700 448.200 13.400 456.200 16.900 463.100 20.400 474.700 20.100 486.8 19.900 502.900 15.600 521.100 15.500 598.900 .000 .000 .000 .0 X1 11.681 15.000 63.100 268.100 1130.000 950.000 1065.000 .000 .000 .0 GR 36.700 .000 33.300 53.100 32.500 56.900 30.300 58.000 29.800 63.1 GR 12.000 89.100 1.300 98.100 -2.400 105.200 -8.800 123.100 3.700 187.0 GR 5.500 202.100 13.700 217.000 17.600 256.900 23.800 268.100 23.100 291.9 NC .070 .000 .000 .300 .500 .000 .000 .000 .000 .0 X1 11.825 29.000 14.000 211.600 500.000 850.000 755.000 .000 .000 .0 X3 10.000 .000 .000 .000 .000 .000 .000 25.500 23.500 .0 GR 28.200 .000 27.300 14.000 18.200 41.000 13.800 58.700 13.300 59.5 GR 11.900 61.500 8.900 64.500 5.300 68.000 3.900 70.600 -5.900 73.9 GR -.700 76.900 - 2.900 83.900 -2.900 93.900 -2.900 103.900 -2.100 113.9 GR -2.100 123.900 -2.100 133.900 -3.900 141.900 -1.100 151.900 2.100 158.9 GR 4.000 160.900 6.800 163.900 8.700 164.800 9.200 165.900 13.700 176.3 GR 20.900 193.900 20.300 206.000 22.000 211.600 27.600 231.600 .000 .0 07 -10 -89 21:24:08 pAG X1 11.826 .000 .000 .000 5.000 5.000 5.000 .000 .000 .0 BT 18.000 .000 33.000 28.200 14.000 33.300 27.300 14.000 33.300 27.8 BT 59.500 35.000 29.200 59.500 35.000 13.300 61.500 35.000 11.900 64.5 BT 35.100 8.900 64.500 35.100 29.300 113.900 35.700 29.900 160.900 35.0 BT 29.200 160.900 35.000 4.000 163.900 34.900 6.800 164.800 34.900 8.7 BT 165.900 34.900 9.200 165.900 34.900 29.100 211.600 33.100 27.300 211.6 BT 33.100 22.000 231.600 32.200 27.600 .000 .000 .000 .000 .0 X1 11.831 .000 .000 .000 30.000 30.000 30.000 .000 .000 .0 X2 .000 .000 .000 .000 .000 .000 1.000 .000 .000 .0 X1 11.832 29.000 14.000 211.600 5.000 5.000 5.000 .000 .000 .0 X3 10.000 .000 .000 .000 .000 .000 .000 25.500 23.500 .0 GR 28.200 .000 27.300 14.000 18.200 41.000 13.800 58.700 13.300 59.5 GR 11.900 61.500 8.900 64.500 5.300 68.000 3.900 70.600 -5.900 73.9 GR -.700 76.900 - 2.900 83.900 -2.900 93.900 -2.900 103.900 -2.100 113.9 GR -2.100 123.900 -2.100 133.900 -3.900 141.900 -1.100 151.900 2.100 158.9 GR 4.000 160.900 6.800 163.900 8.700 164.800 9.200 165.900 13.700 176.3 GR 20.900 193.900 20.300 206.000 22.000 211.600 27.600 231.600 .000 .0 NC .000 .070 .000 .000 .000 .000 .000 .000 .000 .0 X1 12.020 16.000 33.900 226.000 850.000 1300.000 995.000 .000 .000 .0 GR 22.600 .000 22.400 16.900 20.900 21.000 20.900 26.800 20.500 33.9 GR 14.100 45.000 13.500 55.900 4.000 65.800 -.500 75.800 -1.000 93.6 GR -.300 114.200 -.400 154.000 -1.400 168.000 3.000 182.800 28.400 226.0 GR 31.000 256.000 .000 .000 .000 .000 .000 .000 .000 .0 EJ .000 .000 .000 .000 .000 .000 .000 .000 .000 .0 1 07 -10 -89 21:24:08 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .100 CEHV= .500 *SECNO 70.000 70.00 19.80 13.50 .00 13.50 13.95 .45 .00 .00 18.50 12880. 0. 12880. 0. 0. 2384. 0. 0. 0. 19.80 .00 .00 5.40 .00 .080 .040 .060 .000 - 6.30 48.56 .000683 0. 0. 0. 0 0 0 .00 170.28 218.84 0 FLOW DISTRIBUTION FOR SECNO = 70.00 CWSEL= 13.50 STA= 49. 228. PER Q= 100.0 AREA= 2384.1 VEL= 5.4 *SECNO 69.000 3280 CROSS SECTION 69.00 24.28 13.78 .00 .00 14.16 .38 .20 .01 13.70 12 :101. 0. 12880. 0. 0. 2590. 0. 20. 1. 17.70 .02 .00 4.97 .00 .080 .035 .060 .000 -10.50 .00 .000487 350. 350. 350. 2 0 0 .00 201.31 201.31 0 FLOW DISTRIBUTION FOR SECNO = 69.00 CWSEL= 13.78 STA= 0. 207. PER Q= 100.0 AREA= 2590.0 VEL= 5.0 *SECNO 68.000 68.00 19.98 14.38 .00 .00 14.66 .28 .49 .01 25.20 12870. 0. 12870. 0. 0. 3055. 0. 7. 16.00 .09 .00 4.21 .00 .080 .040 .060 .000 - 5.60 46.18 .000444 1000. 1050. 1100. 0 0 0 .00 229.09 275.27 0 FLOW DISTRIBUTION FOR SECNO= 68.00 CWSEL= 14.38 STA= 46. 286. 69.00 EXTENDED .08 FEET 1 PER Q= 100.0 AREA= 3054.6 VEL= 4.2 07 -10 -89 21:24:08 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 67.000 67.00 29.20 14.90 .00 .00 15.21 .31 .53 .02 19.20 12850. 0. 12775. 75. 0. 2834. 110. 171. 13. 11.90 .16 .00 4.51 .68 .080 .043 .060 .000 -14.30 57.22 .000444 1300. 1200. 1100. 2 0 0 .00 237.87 295.10 0 FLOW DISTRIBUTION FOR SECNO= 67.00 CWSEL= 14.90 STA= 57. 222. 295. PER Q= 99.4 .6 AREA= 2834.0 109.5 VEL= 4.5 .7 *SECNO 66.000 66.00 24.16 17.86 .00 .00 18.20 .33 2.97 .01 19.70 12650. 0. 12571. 79. 0. 2702. 124. 588. 67. 13.50 .54 .00 4.65 .64 .080 .043 .060 .000 -6.30 106.83 .000503 2500. 6300. 6500. 2 0 0 .00 498.33 605.16 0 FLOW DISTRIBUTION FOR SECNO= 66.00 CWSEL= 17.86 STA= 107. 280. 310. 605. PER Q= 99.4 .5 .1 AREA= 2702.0 70.8 53.3 VEL= 4.7 1.0 .2 * SECNO 5.000 3280 CROSS SECTION 5.00 EXTENDED 1.95 FEET 5.00 27.65 18.05 .00 .00 18.41 .35 .20 .01 16.80 12618. 0. 12205. 413. 0. 2515. 451. 613. 70. 16.00 .56 .00 4.85 .92 .080 .043 .060 .000 -9.60 20.00 .000547 400. 390. 200. 2 0 0 .00 380.00 400.00 0 FLOW DISTRIBUTION FOR SECNO= 5.00 CWSEL= 18.05 STA= 20. 175. 400. PER Q= 96.7 3.3 AREA= 2515.0 450.9 VEL= 4.9 .9 1 07 -10 -89 21:24:08 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EMDST *SECNO 4.010 3280 CROSS SECTION 4.01 EXTENDED 2.29 FEET 4.01 28.69 18.29 .00 .00 18.46 .18 .04 .02 16.00 12602. 0. 11583. 1019. 0. 3285. 1409. 621. 71. 15.50 .57 .00 3.53 .72 .080 .043 .060 .000 -10.40 18.20 .000271 128. 103. 78. 2 0 0 .00 781.80 800.00 0 FLOW DISTRIBUTION FOR SECNO= 4.01 CWSEL= 18.29 STA= 18. 205. 400. 800. PER Q= 91.9 3.0 5.1 AREA= 3285.0 494.5 914.3 VEL= 3.5 .8 .7 * SECNO 3.000 3280 CROSS SECTION 3.00 EXTENDED 2.31 FEET 3.00 20.51 18.31 .00 .00 18.51 .20 .03 .01 16.00 12584. 0. 11467. 1117. 0. 3032. 1384. 632. 73. 16.00 .58 .00 3.78 .81 .080 .043 .060 .000 -2.20 4.90 .000351 110. 110. 80. 2 0 0 .00 795.10 800.00 0 FLOW DISTRIBUTION FOR SECNO= 3.00 CWSEL= 18.31 STA= 5. 200. 400. 800. PER Q= 91.1 3.0 5.9 AREA= 3032.2 461.2 922.4 VEL= 3.8 .8 .8 *SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED 2.34 FEET STA= 19. 200. 400. PER Q= 97.1 2.9 AREA= 3112.6 467.6 1.00 22.13 18.33 .00 .00 18.57 .23 .04 .01 16.00 12580. 0. 12217. 363. 0. 3113. 468. 642. 74. 16.00 .59 .00 3.92 .78 .080 .043 .060 .000 -3.80 19.30 .000322 128. 128. 50. 0 0 0 .00 380.70 400.00 0 FLOW DISTRIBUTION FOR SECNO= 1.00 CWSEL= 18.33 1 1 VEL= 3.9 .8 07 -10 -89 21:24:08 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACM AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 65.020 65.02 20.95 18.35 .00 .00 18.63 .29 .04 .03 14.00 12570. 137. 12433. 0. 189. 2886. 0. 652. 75. 20.00 .60 .73 4.31 .00 .080 .043 .060 .000 -2.60 142.22 .000442 100. 100. 500. 2 0 0 .00 291.75 433.97 0 FLOW DISTRIBUTION FOR SECNO= 65.02 CWSEL= 18.35 STA= 142. 187. 236. 246. 449. PER Q= .1 .7 .3 98.9 AREA= 25.4 127.2 36.0 2886.2 VEL= .4 .7 .9 4.3 * SECNO 65.010 65.01 21.52 18.52 .00 .00 18.80 .27 .17 .00 14.00 12532. 652. 11880. 0. 778. 2753. 0. 682. 79. 18.80 .62 .84 4.32 .00 .080 .043 .060 .000 -3.00 45.78 .000389 400. 400. 300. 2 0 0 .00 426.82 472.60 0 FLOW DISTRIBUTION FOR SECNO = 65.01 CWSEL= 18.52 S1'A= 46. 106. 140. 220. 230. 290. 310. 473. PER Q= .3 .8 2.9 .2 .6 .4 94.8 AREA= 71.3 119.8 361.9 35.2 127.4 62.5 2753.1 VEL= .5 .8 1.0 .8 .6 .8 4.3 * SECNO 65.000 65.00 22.57 18.87 .00 .00 19.06 .19 .25 .01 17.20 12440. 8. 12432. 0. 32. 3583. 0. 746. 84. 19.10 .69 .24 3.47 .00 .080 .043 .060 .000 - 3.70 53.96 .000259 600. 800. 1000. 1 0 0 .00 265.28 319.24 0 FLOW DISTRIBUTION FOR SECNO = 65.00 CWSEL= 18.87 STA= 54. 100. 104. 320. PER Q= .0 .0 99.9 AREA= 26.8 5.7 3583.2 VEL= .2 .4 3.5 07 -10 -89 21:24:08 PAG 1 STA= 320. 475. PER Q= 100.0 AREA= 2640.4 VEL= 4.7 STA= 76. 268. PER Q= 100.0 AREA= 2948.0 VEL= 4.2 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EMST *SECNO 11.180 11.18 24.29 19.19 .00 .00 19.55 .37 .41 .09 17.40 12300. 11. 12191. 98. 19. 2499. 92. 832. 91. 15.40 .76 .55 4. :: 1.07 .080 .043 .060 .000 -5.10 37.30 .000467 1350. 1200. 1500. 2 0 0 .00 183.57 220.87 0 FLOW DISTRIBUTION FOR SECNO= 11.18 CWSEL= 19.19 STA= 37. 42. 50. 186. 212. 221. PER Q= .0 .1 99.1 .7 .1 AREA= 4.3 14.9 2498.8 80.9 10.6 VEL= .4 .6 4.9 1.1 .6 *SECNO 11.479 3280 CROSS SECTION 11.48 [MENDED FEET 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE,ELLEA= 22.10 ELREA= 20.40 11.48 23.78 20.38 .00 .00 20.72 .34 1.16 .00 22.10 12300. 0. 12300. 0. 0. 2640. 0. 983. 100. 20.40 .91 .00 4.66 .00 .080 .043 .060 .000 -3.40 319.76 .000462 2700. 2500. 2200. 2 0 0 .00 154.:4 474.64 0 FLOW DISTRIBUTION FOR SECNO= 11.48 CWSEL= 20.38 *SECNO 11.681 11.68 29.72 20.92 .00 .00 21.19 .27 .46 .01 29.80 12300. 0. 12300. 0. 0. 2948. 0. 1051. 104. 23.80 .98 .00 4.17 .00 .080 .043 .060 .000 -8.80 76.08 .000406 1130. 1065. 950. 2 0 0 .00 186.81 262.89 0 FLOW DISTRIBUTION FOR SECNO= 11.68 CWSEL= 20.92 07 -10 -89 21:24:08 PAG CCHV= .300 CEHV= .500 * SECNO 11.825 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN)ST 3495 OVERBANC AREA ASSUME) NON - EFFECTIVE,ELLEA = 25.50 ELREA= 23.50 11.82 27.15 21.25 .00 .00 21.59 .34 .37 .04 27.30 12300. 0. 12300. 0. 0. 2618. 0. 1099. 108. 22.00 1.02 .00 4.70 .00 .070 .043 .060 .000 -5.90 31.96 .000596 500. 755. 850. 2 0 0 .00 177.16 209.12 0 FLOW DISTRIBUTION FOR SECNO= 11.82 CWSEL= 21.25 STA= 32. 212. PER Q= 100.0 AREA= 2618.3 VEL= 4.7 * SECNO 11.826 3370 NORMAL BRIDGE,NRD= 18 MIN ELTRO= 32.20 MAX ELLC= 29.90 11.83 27.13 21.23 .00 .00 21.61 .38 .00 .02 27.30 12300. 0. 12300. 0. 0. 2494. 0. 1099. 108. 22.00 1.02 .00 4.93 .00 .070 .043 .060 .000 -5.90 31.97 .000871 5. 5. 5. 1 0 0 - 123.00 177.13 209.10 0 FLOW DISTRIBUTION FOR SECNO= 11.83 CWSEL= 21.23 STA= 32. 212. PER Q= 100.0 AREA 2494.3 VEL= 4.9 *SECNO 11.831 3370 NORMAL BRIDGE,NRD= 18 MIN ELTRD= 32.20 MAX ELLC= 29.90 11.83 27.16 21.26 .00 .00 21.64 .38 .03 .00 27.30 12300. 0. 12300. 0. 0. 2497. 0. 1101. 108. 22.00 1.02 .00 4.93 .00 .070 .043 .060 .000 -5.90 31.93 .000869 30. 30. 30. 0 0 .0 - 123.14 177.22 209.15 0 1 07 -10 -89 21:24:08 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST FLOW DI IBUTION FOR SECNO= 11.83 CWSEL= 21.26 STA= 32. 212. PER Q= 100.0 AREA= 2496.6 VEL= 4.9 *SECNO 11 832 34950V STA= 32. 212. PER Q= 100.0 AREA= 2629.8 VEL= 4.7 1 AREA ASSUMED NON - EFFECTIVE,ELLEA = 25.50 ELREA= 23.50 11.83 27.21 21.31 .00 .00 21.65 .34 .00 .01 27.30 12300. 0. 12300. 0. 0. 2630. 0. 1101. 108. 22.00 1.02 .00 4.68 .00 .070 .043 .060 .000 -5.90 31.76 .000589 5. 5. 5. 2 0 0 .00 177.57 209.34 0 FLOW DI 'IBUTICN FOR SECNO= 11.83 CWSEL= 21.31 * SECNO 12.020 12.0 23.26 21.86 .CO .00 22.10 .24 .41 .03 20.50 12300. 6. 12294. 0. 15. 3152. 0. 1168. 112. 28.40 1.1' .38 3.90 .00 .070 .043 .070 .000 -1.40 18.38 .00031.: 850. 995. 1300. 2 0 0 .00 196.50 214. 0 FLOW DI 'IBUTION FOR SECNO= 12.02 CWSEL= 21.86 STA= 18. 27. 34. 226. PER Q= .0 .0 100.0 AREA= 6.8 8.2 3152.4 VEL= .3 .4 3.9 07 -10 - :' 21:24:08 HEC2 ERROR MODIFI IBM -PC LEASE DATED NOV 76 UPDATED MAY 1984 - 01,02,03,04,05,06 TION - 50,51,52,53,54,55,56 XT VERSION AUGUST 1985 PAG THIS RUN EXECUTED 07 -10 -89 ^@^ 1 NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUINARY OF ERRORS LIST INTERSTATE HY5 TO INTERS SUM{ARY PRINTOUT SECNO XLCH TOPWID EG ELMIN CRIWS CWSEL SSTA STCHL STCHR ENDST 1 70.000 .00 170.28 13.95 -6.30 .00 13.50 48.56 42.00 228.00 218.84 69.000 350.00 201.31 14.16 -10.50 .00 13.78 .00 .00 207.00 201.31 68.000 1050.00 229.09 14.66 -5.60 .00 14.38 46.18 38.00 286.00 275.27 67.000 1200.00 237.87 15.21 -14.30 .00 14.90 57.22 52.00 222.00 295.10 66.000 6300.00 498.33 18.20 -6.30 .00 17.86 106.83 104.00 280.00 605.16 5.000 390.00 380.00 18.41 -9.60 .00 18.05 20.00 20.00 175.00 400.00 4.010 103.00 781.80 18.46 -10.40 .00 18.29 18.20 18.20 205.00 800.00 3.000 110.00 795.10 18.51 -2.20 .00 18.31 4.90 4.90 200.00 800.00 1.000 128.00 380.70 18.57 -3.80 .00 18.33 19.30 19.30 200.00' 400.00 65.020 100.00 291.75 18.63 -2.60 .00 18.35 142.22 246.00 449.00 433.97 65.010 400.00 426.82 18.80 -3.00 .00 18.52 45.78 310.00 473.00 472.60 65.000 800.00 265.28 19.06 -3.70 .00 18.87 53.96 104.00 320.00 319.24 11.180 1200.00 183.57 19.55 -5.10 .00 19.19 37.30 50.00 185.80 220.87 11.479 2500.00 154.:': 20.72 -3.40 .00 20.38 319.76 317.10 474.70 474.64 11.681 1065.00 186.81 21.19 -8.80 .00 20.92 76.08 63.10 268.10 262.89 11.825 755.00 177.16 21.59 -5.90 .00 21.25 31.96 14.00 211.60 209.12 11.826 5.00 177.13 21.61 -5.90 .00 21.23 31.97 14.00 211.60 209.10 07 -10 -89 21:24:08 PAG SECNO XLCH TOPWID EG ELMIN CRIWS CWSEL SSTA STCHL STCHR ENDST 1 11.831 30.00 177.22 21.64 -5.90 .00 21.26 31.93 14.00 211.60 209.15 1 11.832 5.00 177.57 12.020 995.00 196.50 INTERSTATE HY5 TO INTERS MARY PRINTOUT 21.65 -5.90 .00 21.31 31.76 14.00 211.60 209.34 22.10 -1.40 .00 21.86 18.38 33.90 226.00 214. 07 -10 -89 21:24:08 PAG SECNO K *XNL K *XNCH K *XNR Q QLOB QCH QROB AREA VCH STENCL ST 70.000 80.00 40.00 60.00 12880.00 .00 12:44.00 .00 2384.11 5.40 .00 69.000 80.00 35.00 60.00 12:14.00 .00 12880.00 .00 2590.05 4.97 .00 68.000 80.00 40.00 60.00 12870.00 .00 12870.00 .00 3054.62 4.21 .00 67.000 80.00 43.00 60.00 12850.00 .00 12775.17 74.83 2943.59 4.51 .00 66.000 80.00 43.00 60.00 12650.00 .00 12571.13 78.87 2826.14 4.65 .00 5.000 80.00 43.00 60.00 12618.00 .00 12205.35 412.65 2965.89 4.85 .00 4.010 80.00 43.00 60.00 12602.00 .00 11583.45 1018.55 4693.84 3.53 .00 3.000 80.00 43.00 60.00 12584.00 .00 11466.75 1117.25 4415.87 3.78 .00 1.000 80.00 43.00 60.00 12580.00 .00 12216.58 363.41 3580.13 3.92 .00 65.020 80.00 43.00 60.00 12570.00 136.72 12433.28 .00 3074.71 4.31 .00 65.010 80.00 43.00 60.00 12532.00 652.10 11879.90 .00 3531.16 4.32 .00 65.000 80.00 43.00 60.00 12440.00 7.69 12432.31 .00 3615.59 3.47 .00 11.180 80.00 43.00 60.00 12300.00 10.56 12191.45 97.99 2609.50 4.:1 .00 11.479 80.00 43.00 60.00 12300.00 .00 12300.00 .00 2640.40 4.66 .00 11.681 80.00 43.00 60.00 12300.00 .00 12300.00 .00 2947.99 4.17 .00 11.825 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2618.25 4.70 .00 11.826 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2494.26 4.93 .00 11.831 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2496.55 4.93 .00 11.832 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2629.80 4.68 .00 12.020 70.00 43.00 70.00 12300.00 5.68 12294.32 .00 3167.42 3.90 .00 T1 T2 T3 J1 1 07 -11 -89 09:26:42 1 * A T E Zr A E P O I A E E * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM -PC -XT VERSION AUGUST 1985 * RUN DATE 07 -11 -89 TIME 09:26:42 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION AUGUST 1985 ZUWAMISH RIVER R.M.10.4 KING COUNTY, WASHINGTON 100 -YR FLOOD PROFILE RIVERSIDE INN RIPRAP IN PLACE ON LEFT BAN( 0. 2. 0. 0. .000000 J2 NPROF IPLOT PRFVS XSECV XSECH -1.000 .000 -1.000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX XXXXX X X XXXXXXX ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ THIS RUN EXECUTED 07 -11 -89 ^@^ .00 .0 0. 13.500 .000 FN ALLDC IBW CHVIM ITRACE .000 .000 .000 .000 .000 15.000 38.000 39.000 4.000 3.000 42.000 2.000 1.000 53.000 21.000 22.000 54.000 5.000 .000 38.000 16.000 17.000 18.000 43.000 13.000 14.000 x T.E. A Mk 0 PE 0 EN * THE HYDRDLOGIC ENGINE * 609 SECOND STREET, SU * DAVIS, CALIFORNIA 956 * (916) 440 -2105 (FTS AAAAAAAAAAAAAAAAAAAAAAAk PAG 15.000 25.000 26.000 27.000 28.000 .000 .000 .000 .000 .000 NC .080 .060 .040 .100 .500 .000 .000 .000 .000 .0 QT 1.000 12 :•:4.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 70.000 24.000 42.000 228.000 .000 .000 .000 .000 .000 .0 GR 18.100 .000 18.100 1.000 18.500 24.000 18.500 42.000 6.300 58.0 GR 3.500 64.000 .500 66.000 -1.000 77.000 -6.000 87.000 - 6.300 99.0 GR -4.200 119.000 -2.400 139.000 -1.600 159.000 -1.600 183.000 -1.000 193.0 GR 2.500 201.000 6.800 203.000 8.800 212.000 19.800 228.000 20.800 232.0 GR 21.700 251.000 21.700 253.000 27.900 262.000 29.200 273.000 .000 .0 NC .000 .000 .035 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12:4.1.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 69.000 20.000 .000 207.000 350.000 350.000 350.000 .000 .000 .0 GR 13.700 .000 13.700 1.000 12.500 30.000 10.800 42.000 4.900 50.0 GR 3.100 53.000 - .600 68.000 - 2.600 80.000 -4.400 100.000 -5.900 120.0 GR -7.500 140.000 - 10.500 160.000 .100 179.000 3.100 184.000 8.200 190.0 GR 10.800 197.000 17.700 207.000 17.900 209.000 17.900 210.000 19.000 329.0 NC .000 .000 .040 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12870.000 .000 .000 .000 .000 .000 .000 .000 .0 1 07 -11 -89 09:26:42 PAG X1 68.000 23.000 38.000 286.000 1000.000 1100.000 1050.000 .000 .000 .0 GR 47.500 .000 47.500 1.000 32.900 19.000 25.200 38.000 6.700 52.0 GR 3.600 55.000 - .200 56.000 - 5.600 60.000 -4.500 87.000 -4.000 107.0 GR -4.200 127.000 -3.500 147.000 -3.600 167.000 -2.500 187.000 .000 204.0 GR 3.600 211.000 8.000 213.000 8.600 219.000 10.800 227.000 10.800 257.0 GR 13.300 268.000 16.000 286.000 18.000 336.000 .000 .000 .000 .0 NC .000 .000 .043 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12850.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 67.000 18.000 52.000 222.000 1300.000 1100.000 1200.000 .000 .000 .0 GR 21.800 .000 21.800 1.000 22.800 38.000 22.800 42.000 19.200 52.0 GR 5.200 69.000 1.200 79.000 - 2.000 84.000 - 13.000 98.000 - 14.300 118.0 GR - 11.500 138.000 -7.900 158.000 -6.100 170.000 1.200 184.000 10.800 186.0 GR 11.900 222.000 16.000 322.000 18.500 372.000 .000 .000 .000 .0 QT 1.000 12650.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 66.000 21.000 104.000 280.000 2500.000 6500.000 6300.000 .000 .000 .0 GR 21.600 .000 21.600 1.000 21.800 50.000 20.400 100.000 19.700 104.0 GR 11.900 116.000 8.800 125.000 2.400 134.000 1.700 138.000 -1.900 144.0 GR -6.300 160.000 -2.600 180.000 -3.000 200.000 -1.100 220.000 .400 235.0 GR 1.700 244.000 4.600 251.000 10.100 254.000 13.500 280.000 17.500 310.0 GR 18.100 800.000 .000 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12618.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 5.000 14.000 20.000 175.000 400.000 200.000 390.000 .000 .000 .0 GR 16.800 20.000 15.900 24.000 9.200 34.000 2.600 42.500 -4.600 51.5 1 GR -9.600 55.000 - 2.100 90.000 -3.600 91.000 .700 120.000 -.200 132.0 GR 3.400 145.500 7.800 153.400 16.000 175.000 16.100 400.000 .000 .0 QT 1.000 12602.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 4.010 17.000 18.200 205.000 128.000 78.000 103.000 .000 .000 .0 GR 16.000 18.200 11.000 18.200 11.000 30.000 5.000 39.000 .000 46.5 GR - 2.500 50.200 - 2.500 60.500 -1.700 121.500 -.400 134.200 -.900 145.0 GR 2.800 158.000 5.100 164.000 7.100 167.000 10.000 175.500 15.500 205.0 GR 16.000 400.000 16.000 800.000 .000 .000 .000 .000 .000 .0 QT 1.000 12584.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 3.000 20.000 4.900 200.000 110.000 80.000 110.000 .000 .000 .0 GR 16.000 .000 15.000 .000 15.000 4.900 10.000 12.500 -.700 27.9 GR -.700 33.000 -1.700 34.500 - 1.700 38.000 -1.300 52.000 -1.200 67.0 GR -1.100 87.000 -1.400 99.400 -1.000 105.300 -.800 129.900 -.800 130.0 GR 3.600 144.000 6.400 148.500 16.000 200.000 16.000 400.000 16.000 800.0 QT 1.000 12580.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 1.000 20.000 19.300 200.000 128.000 50.000 128.000 .000 .000 .0 GR 16.000 19.300 15.800 20.000 15.100 25.500 6.600 37.400 .800 47.0 GR - 2.200 54.500 -2.300 55.000 -2.000 65.000 -3.800 91.000 -1.800 91.5 GR -1.300 103.000 -1.900 108.000 -2.300 131.000 -2.700 141.800 -2.700 171.0 GR 2.700 178.200 6.300 180.800 9.600 187.500 16.000 200.000 16.000 400.0 07 -11 -89 09:26:42 pqG QT 1.000 12570.000 .000 .000 .000 .000 .000 .000 .000 .0 Xl 65.020 16.000 246.000 449.000 100.000 500.000 100.000 .000 .000 .0 GR 20.000 .000 18.000 172.000 16.000 187.000 15.500 236.000 14.000 246.0 GR 12.000 248.000 11.000 254.000 -2.000 266.000 -2.600 274.000 -1.600 313.0 GR -1.700 323.000 -2.200 352.000 -2.200 379.000 1.000 382.000 15.600 409.0 GR 20.000 449.000 .000 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12532.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 65.010 18.000 310.000 473.000 400.000 300.000 400.000 .000 .000 .0 GR 20.000 .000 18.000 62.000 16.000 106.000 14.000 140.000 14.000 220.0 GR 16.000 230.000 16.800 290.000 14.000 310.000 8.500 319.000 5.500 326.0 GR 1.500 341.000 -3.000 352.000 -1.400 360.000 -2.500 423.000 -1.900 434.0 GR -1.900 443.000 18.800 473.000 18.800 500.000 .000 .000 .000 .0 QT 1.000 12440.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 65.000 21.000 104.000 320.000 600.000 1000.000 800.000 .000 .000 .0 GR 20.200 .000 20.200 1.000 17.700 100.000 17.200 104.000 13.900 113.0 GR 10.000 125.000 4.900 133.000 1.000 140.000 -1.600 143.000 -1.300 160.0 GR -2.000 180.000 -1.700 200.000 -1.600 220.000 -1.700 240.000 -3.000 260.0 GR -3.700 272.000 1.000 2::.000 1.200 293.000 11.300 295.000 19.100 320.0 GR 20.000 344.000 .000 .000 .000 .000 .000 .000 .000 .0 QT 1.000 12300.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 11.180 16.000 50.000 185.800 1350.000 1500.000 1200.000 .000 .000 .0 GR 21.600 .000 21.400 24.300 20.500 34.100 17.300 41.900 17.400 50.0 GR 15.200 55.900 3.800 64.900 -4.300 76.000 - 5.100 90.100 .100 150.1 1 07 -11 -89 09:26:42 GR .600 163.900 2.300 169.800 9.900 1 ::.700 15.400 185.800 16.800 212.0 GR 20.300 225.000 .000 .000 .000 .000 .000 .000 .000 .0 X1 11.479 28.000 317.100 474.700 2700.000 2211.000 2500.000 .000 .000 .0 X3 10.000 .000 .000 .000 .000 .000 .000 .000 .000 .0 GR 20.500 .000 19.700 33.600 19.900 '4.700 20.500 133.300 20.500 211.2 GR 22.100 317.100 10.200 335.500 3.900 30.700 1.300 346.100 -2.100 353.1 GR -2.800 363.100 -3.300 373.100 -3.400 „ .100 -3.200 393.100 - 3.000 403.1 GR -2.300 413.100 -1.500 423.100 -.900 4'3.100 1.100 440.100 4.200 444.7 GR 7.700 448.200 13.400 456.200 16.900 4 3.100 20.400 474.700 20.100 486.8 GR 19.900 502.900 15.600 521.100 15.500 5' 1.900 .000 .000 .000 .0 X1 11.681 15.000 63.100 268.100 1130.000 9 1.000 1065.000 .000 .000 .0 GR 36.700 .000 33.300 53.100 32.500 •..900 30.300 58.000 29.800 63.1 GR 12.000 89.100 1.300 98.100 -2.400 115.200 -8.800 123.100 3.700 187.0 GR 5.500 202.100 13.700 217.000 17.600 2...900 23.800 268.100 23.100 291.9 NC .070 .000 .000 .300 .500 .000 .000 .000 .000 .0 X1 11.825 29.000 14.000 211.600 500.000 8.1.000 755.000 .000 .000 .0 X3 10.000 .000 .000 .000 .000 .000 .000 25.500 23.500 .0 GR 28.200 .000 27.300 14.000 18.200 1.000 13.800 58.700 13.300 59.5 GR 11.900 61.500 8.900 64.500 5.300 .000 3.900 70.600 -5.900 73.9 GR -.700 76.900 - 2.900 83.900 -2.900 3.900 -2.900 103.900 -2.100 113.9 GR -2.100 123.900 -2.100 133.900 -3.900 1 1.900 -1.100 151.900 2.100 158.9 GR 4.000 160.900 6.800 163.900 8.700 1 .800 9.200 165.900 13.700 176.3 GR 20.900 193.900 20.300 206.000 22.000 2 1.600 27.600 231.600 .000 .0 PAG X1 11.826 .000 .000 .000 5.000 5.000 5.000 .000 .000 .0 BT 18.000 .000 33.000 28.200 14.000 3.300 27.300 14.000 33.300 27.8 BT 59.500 35.000 29.200 59.500 35.000 13.300 61.500 35.000 11.900 64.5 BT 35.100 8.900 64.500 35.100 29.300 13.900 35.700 29.900 160.900 35.0 BT 29.200 160.900 35.000 4.000 163.900 34.900 6.800 164.800 34.900 8.7 BT 165.900 34.900 9.200 165.900 34.900 29.100 211.600 33.100 27.300 211.6 BT 33.100 22.000 231.600 32.200 27.600 .000 .000 .000 .000 .0 X1 11.831 .000 .000 .000 30.000 30.000 30.000 .000 .000 .0 X2 .000 .000 .000 .000 .000 .000 1.000 .000 .000 .0 X1 11.832 29.000 14.000 211.600 5.000 5.000 5.000 .000 .000 .0 X3 10.000 .000 .000 .000 .000 .000 .000 25.500 23.500 .0 GR 28.200 .000 27.300 14.000 18.200 41.000 13.800 58.700 13.300 59.5 GR 11.900 61.500 8.900 64.500 5.300 68.000 3.900 70.600 -5.900 73.9 GR -.700 76.900 - 2.900 83.900 -2.900 93.900 -2.900 103.900 -2.100 113.9 GR -2.100 123.900 -2.100 133.900 -3.900 41.900 -1.100 151.900 2.100 158.9 GR 4.000 160.900 6.800 163.900 8.700 64.800 9.200 165.900 13.700 176.3 GR 20.900 193.900 20.300 206.000 22.000 11.600 27.600 231.600 .000 .0 NC .000 .070 .000 .000 .000 .000 .000 .000 .000 .0 X1 12.020 16.000 33.900 226.000 850.000 1:00.000 995.000 .000 .000 .0 GR 22.600 .000 22.400 16.900 20.900 21.000 20.900 26.800 20.500 33.9 GR 14.100 45.000 13.500 55.900 4.000 65.800 -.500 75.800 -1.000 93.6 GR -.300 114.200 -.400 154.000 -1.400 168.000 3.000 182.800 28.400 226.0 GR 31.000 256.000 .000 .000 .000 .000 .000 .000 .000 .0 EJ .000 .000 .000 .000 .000 .000 .000 .000 .000 .0 1 07 -11 -89 09:26:42 PPG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN)ST *PROF 1 CCHV= .100 CEHV= .500 *SECNO 70.000 70.00 19.80 13.50 .00 13.50 13.95 .45 .00 .00 18.50 12::s. O. 12:41 O. O. 2384. O. O. O. 19.80 .00 .00 5.40 .00 .080 .040 .060 .000 - 6.30 48.56 .000683 0. 0. 0. 0 0 0 .00 170.28 218.84 0 FLOW DISTRIBUTION FOR SECNO= 70.00 CWSEL= 13.50 STA= 49. 228. PER Q= 100.0 AREA= 2384.1 VEL= 5.4 *SECNO 69.000 3280 CROSS SECTION 69.00 24.28 13.78 .00 .00 14.16 .38 .20 .01 13.70 12880. 0. 12880. 0. 0. 2590. 0. 20. 1. 17.70 .02 .00 4.97 .00 .080 .035 .060 .000 -10.50 .00 .000487 350. 350. 350. 2 0 0 .00 201.31 201.31 0 FLOW DISTRIBUTION FOR SECNO= 69.00 CWSEL= 13.78 STA= 0. 207. PER Q= 100.0 AREA= 2590.0 VEL= 5.0 * SECNO 68.000 68.00 19.98 14.38 .00 .00 14.66 .28 .49 .01 25.20 12870. 0. 12870. 0. 0. 3055. 0. :•:. 7. 16.00 .09 .00 4.21 .00 .080 .040 .060 .000 - 5.60 46.18 .000444 1000. 1050. 1100. 0 0 0 .00 229.09 275.27 0 FLOW DISTRIBUTION FOR SECNO= 68.00 CWSEL= 14.38 STA= 46. 286. 69.00 EXTENDED .08 FEET 1 PER Q= 100.0 AREA= 3054.6 VEL= 4.2 07 -11 -89 09:26:42 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID MOST * SECNO 67.000 67.00 29.20 14.90 .00 .00 15.21 .31 .53 .02 19.20 12850. 0. 12775. 75. 0. 2834. 110. 171. 13. 11.90 .16 .00 4.51 .68 .080 .043 .060 .000 -14.30 57.22 .000444 1300. 1200. 1100. 2 0 0 .00 237.87 295.10 0 FLOW DISTRIBUTION FOR SECNO= 67.00 CWSEL= 14.90 STA= 57. 222. 295. PER Q= 99.4 .6 AREA= 2834.0 109.5 VEL= 4.5 .7 * SECNO 66.000 66.00 24.16 17.86 .00 .00 18.20 .33 2.97 .01 19.70 12650. 0. 12571. 79. 0. 2702. 124. 588. 67. 13.50 .54 .00 4.65 .64 .080 .043 .060 .000 -6.30 106.83 .000503 2500. 6300. 6500. 2 0 0 .00 498.33 605.16 0 FLOW DISTRIBUTION FOR SECNO= 66.00 CWSEL= 17.86 STA= 107. 280. 310. 605. PER Q= 99.4 .5 .1 AREA= 2702.0 70.8 53.3 VEL= 4.7 1.0 .2 * SECNO 5.000 3280 CROSS SECTION 5.00 EXTENDED 1.95 FEET 5.00 27.65 18.05 .00 .00 18.41 .35 .20 .01 16.80 12618. 0. 12205. 413. 0. 2515. 451. 613. 70. 16.00 .56 .00 4.85 .92 .080 .043 .060 .000 -9.60 20.00 .000547 400. 390. 200. 2 0 0 .00 380.00 400.00 0 FLOW DISTRIBUTION FOR SECNO= 5.00 CWSEL= 18.05 STA= 20. 175. 400. PER Q= 96.7 3.3 AREA= 2515.0 450.9 VEL= 4.9 .9 1 07 -11 -89 09:26:42 * SECNO 4.010 3280 CROSS SECTION 4.01 EXTENDED 2.24 FEET SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN)ST 4.01 20.74 18.24 .00 .00 18.47 .23 .05 .01 16.00 12602. O. 11423. 1179. 0. 2863. 1383. 621. 71. 15.50 .57 .00 3.99 .85 .080 .043 .060 .000 -2.50 18.20 .000385 128. 103. 78. 2 0 0 .00 781.80 800.00 0 FLOW DISTRIBUTION FOR SECNO= 4.01 CWSEL= 18.24 STA= 18. 205. 400. 800. PER Q= 90.6 3.4 5.9 AREA 2862.8 486.0 897.0 VEL= 4.0 .9 .8 *SECNO 3.000 3280 CROSS SECTION 3.00 MEWED 2.29 FEET 3.00 19.99 18.29 .00 .00 18.51 .22 .04 .00 15.00 12584. 11. 11433. 1139. 16. 2902. 1373. 631. 73. 16.00 .58 .70 3.94 .83 .080 .043 .060 .000 -1.70 .00 .000374 110. 110. 80. 0 0 0 .00 800.00 800.00 0 FLOW DISTRIBUTION FOR SECNO= 3.00 CWSEL= 18.29 STA= 0. 5. 200. 400. 800. PER Q= .1 90.9 3.0 6.0 AREA= 16.1 2901.5 457.8 915.5 VEL= .7 3.9 .8 .8 * SECNO 1.000 3280 CROSS SECTION 1.00 EXTENDED 2.33 FEET 1.00 22.12 18.32 .00 .00 18.56 .23 .04 .01 16.00 12580. 0. 12219. 361. 0. 3111. 465. 641. 74. 16.00 .59 .00 3.93 .78 .080 .043 .060 .000 -3.80 19.30 .000323 128. 128. 50. 0 0 0 .00 380.70 400.00 0 FLOW DISTRIBUTION FOR SECNO= 1.00 CWSEL= 18.32 STA= 19. 200. 400. PER Q= 97.1 2.9 AREA= 3110.7 465.5 PAG VEL= 3.9 .8 1 07 -11 -89 09:26:42 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN)ST *SECNO 65.020 65.02 20.94 18.34 .00 .00 18.62 .29 .04 .03 14.00 12570. 136. 12434. 0. 1:•:. 2:•:5. 0. 650. 75. 20.00 .60 .72 4.31 .00 .080 .043 .060 .000 -2.60 142.89 .000442 100. 100. 500. 2 0 0 .00 291.00 433.90 0 FLOW DISTRIBUTION FOR SECNO= 65.02 CWSEL= 18.34 1 STA= 143. 187. 236. 246. 449. PER Q= .1 .7 .3 98.9 AREA= 25.0 126.8 35.9 2884.7 VEL= .4 .7 .9 4.3 STA= 54. 100. 104. 320. PER Q= .0 .0 99.9 AREA= 26.4 5.6 3581.6 VEL= .2 .4 3.5 * SECNO 65.010 65.01 21.52 18.52 .00 .00 18.79 .28 .17 .00 14.00 12532. 650. 11882. 0. 776. 2752. 0. 681. 79. 18.80 .62 .84 4.32 .00 .080 .043 .060 .000 -3.00 46.01 .000389 400. 400. 300. 2 0 0 .00 426.58 472.59 0 FLOW DISTRIBUTION FOR SECNO= 65.01 CWSEL= 18.52 STA= 46. 106. 140. 220. 230. 290. 310. 473. PER Q= .3 .8 2.9 .2 .6 .4 94.8 AREA= 70.8 119.5 361.3 35.2 126.9 62.3 2751.9 VEL= .5 .8 1.0 .8 .6 .8 4.3 * SECNO 65.000 65.00 22.56 18.86 .00 .00 19.05 .19 .25 .01 17.20 12440. 8. 12432. 0. 32. 3582. 0. 744. 84. 19.10 .69 .24 3.47 .00 .080 .043 .060 .000 - 3.70 54.24 .000260 600. 800. 1000. 1 0 0 .00 264.98 319.22 0 FLOW DISTRIBUTION FOR SECNO= 65.00 CWSEL= 18.86 07 -11 -89 09:26:42 PAG *SECNO 11.180 11.18 24.28 19.18 .00 .00 19.55 .37 .41 .09 17.40 12300. 11. 12192. 98. 19. 2498. 91. 831. 91. 15.40 .75 .55 4•:: 1.07 .080 .043 .060 .000 -5.10 37.31 .000468 1350. 1200. 1500. 2 0 0 .00 183.53 220.85 0 FLOW DISTRIBUTION FOR SECNO= 11.18 CWSEL= 19.18 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BAN( ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR W11 ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST STA= 37. 42. 50. 186. 212. 221. PER Q= .0 .1 99.1 .7 .1 AREA= 4.3 14.8 2497.9 80.7 10.5 VEL= .4 .6 4.9 1.1 .6 *SECNO 11.479 3280 CROSS SECTION 11.48 EXTENDED FEET 3495 OVERBANC AREA ASSUMED NON- EFFECTIVE,ELLEA= 22.10 ELREA= 20.40 11.48 23.78 20.38 .00 .00 20.71 .34 1.16 .00 22.10 12300. 0. 12300. 0. 0. 2640. 0. 981. 100. 20.40 .90 .00 4.66 .00 .080 .043 .060 .000 -3.40 319.76 .000463 2700. 2500. 2200. 2 0 0 .00 154.86 474.62 0 FLOW DISTRIBUTION FOR SECNO= 11.48 CWSEL= 20.38 STA= 320. 475. PER Q= 100.0 AREA= 2639.6 VEL= 4.7 *SECNO 11.681 11.68 29.71 20.91 .00 .00 21.18 .27 .46 .01 29.80 12300. 0. 12300. 0. 0. 2947. 0. 1049. 104. 23.80 .97 .00 4.17 .00 .080 .043 .060 .000 -8.80 76.08 .000406 1130. 1065. 950. 2 0 0 .00 186.80 262. 0 FLOW DISTRIBUTION FOR SECNC 11.68 CWSEL= 20.91 STA= 76. 268. PER Q= 100.0 AREA= 2947.1 VEL= 4.2 07 -11 -89 09:26:42 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID EN)ST CCFN= .300 CEHV= .500 * SECNO 11.825 STA= 32. 212. PER Q= 100.0 AREA= 2617.4 VEL= 4.7 STA= 32. 212. PER Q= 100.0 AREA= 2493.5 VEL= 4.9 * SECNO 11.831 3495 OVERBANK AREA ASSUMED NON- EFFECTIVE,ELLEA = 25.50 ELREA= 23.50 11.82 27.14 21.24 .CO .00 21.59 .34 .37 .04 27.30 12300. 0. 12300. 0. 0. 2617. 0. 1097. 108. 22.00 1.02 .00 4.70 .CO .070 .043 .060 .000 -5.90 31.97 .000596 500. 755. 850. 2 0 0 .00 177.14 209.11 0 FLOW DISTRIBUTION FOR SECN0= 11.82 CWSEL= 21.24 *SECNO 11.826 3370 NORMAL BRIDGE,NRD= 18 MIN ELTRD= 32.20 MAX ELLC= 29.90 11.83 27.13 21.23 .00 .00 21.61 .38 .00 .02 27.30 12300. 0. 12300. 0. 0. 2494. 0. 1098. 108. 22.00 1.02 .00 4.93 .00 .070 .043 .060 .000 -5.90 31.99 .000872 5. 5. 5. 1 0 0 - 122.96 177.10 209.09 0 FLOW DISTRIBUTION FOR SECNO= 11.83 CWSEL= 21.23 3370 NORMAL BRIDGE,NRD= 18 MIN ELTR,D= 32.20 MAX ELLC= 29.90 11.83 27.16 21.26 .00 .00 21.63 .38 .03 .00 27.30 12300. 0. 12300. 0. 0. 2496. 0. 1099. 108. 22.00 1.02 .00 4.93 .00 .070 .043 .060 .000 -5.90 31.95 .000870 30. 30. 30. 0 0 0 - 123.09 177.19 209.13 0 1 07 -11 -89 09:26:42 PAG SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV 1 Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST FLOW DISTRIBUTION FOR SECNO= 11.83 CWSEL= 21.26 STA= 32. 212. PER Q= 100.0 AREA= 2495.8 VEL= 4.9 *SECND 11.832 3495 OVERRAN( AREA ASSUMED NON - EFFECTIVE,ELLEA = 25.50 ELREA= 23.50 11.83 27.21 21.31 .00 .00 21.65 .34 .00 .01 27.30 12300. 0. 12300. 0. 0. 2629. 0. 1100. 108. 22.00 1.02 .00 4.68 .00 .070 .043 .060 .000 -5.90 31.78 .000589 5. 5. 5. 2 0 0 .00 177.54 209.32 0 FLOW DISTRIBUTION FOR SECNO= 11.83 CWSEL= 21.31 STA= 32. 212. PER Q= 100.0 AREA= 2629.0 VEL= 4.7 *SECNO 12.020 12.02 23.26 21.86 .00 .00 22.09 .24 .41 .03 20.50 12300. 6. 12294. 0. 15. 3152. 0. 1166. 112. 28.40 1.09 .38 3.90 .00 .070 .043 .070 .000 -1.40 18.39 .000308 850. 995. 1300. 2 0 0 .00 196.48 214.87 0 FLOW DISTRIBUTION FOR SECNO= 12.02 CWSEL= 21.86 STA= 18. 27. 34. 226. PER Q= .0 .0 100.0 AREA= 6.8 8.2 3151.6 VEL= .3 .4 3.9 07 -11 -89 09:26:42 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION AUGUST 1985 � PAG THIS RUN EXECUTED 07 - - A@^ 1 RIVERSIDE INN RIPRAP IN SUMMARY PRINTOUT NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST SECNO XLCH TOPWID EG ELMIN CRIWS CWSEL SSTA STCHL STCHR EN)ST 1 70.000 .00 170.28 13.95 -6.30 .00 13.50 48.56 42.00 228.00 218.84 69.000 350.00 201.31 14.16 -10.50 .00 13.78 .00 .00 207.00 201.31 68.000 1050.00 229.09 14.66 -5.60 .00 14.38 46.18 38.00 286.00 275.27 67.000 1200.00 237.87 15.21 -14.30 .00 14.90 57.22 52.00 222.00 295.10 66.000 6300.00 498.33 18.20 -6.30 .00 17.86 106.83 104.00 280.00 605.16 5.000 390.00 380.00 18.41 -9.60 .00 18.05 20.00 20.00 175.00 400.00 4.010 103.00 781.80 18.47 -2.50 .00 18.24 18.20 18.20 205.00 800.00 3.000 110.00 800.00 18.51 -1.70 .00 18.29 .00 4.90 200.00 800.00 1.000 128.00 380.70 18.56 -3.80 .00 18.32 19.30 19.30 200.00 400.00 65.020 100.00 291.00 18.62 -2.60 .00 18.34 142.89 246.00 449.00 433.90 65.010 400.00 426.58 18.79 -3.00 .00 18.52 46.01 310.00 473.00 472.59 65.000 800.00 264.98 19.05 -3.70 .00 18.86 54.24 104.00 320.00 319.22 11.180 1200.00 183.53 19.55 -5.10 .00 19.18 37.31 50.00 185.80 220.85 11.479 2500.00 154.86 20.71 -3.40 .00 20.38 319.76 317.10 474.70 474.62 11.681 1065.00 186.80 21.18 -8.80 .00 20.91 76.08 63.10 268.10 262. 11.825 755.00 177.14 21.59 -5.90 .00 21.24 31.97 14.00 211.60 209.11 11.826 5.00 177.10 21.61 -5.90 .00 21.23 31.99 14.00 211.60 209.09 07 -11 -89 09:26 :42 PAG SECNO XLCH TOPWID EG ELMIN CRIWS CWSEL SSTA STCHL STCHR MOST 1 11.831 30.00 177.19 21.63 -5.90 .00 21.26 31.95 14.00 211.60 209.13 • 1 07 -11 -89 11.832 5.00 177.54 21.65 -5.90 .00 21.31 31.78 14.00 211.60 209.32 12.020 995.00 196.48 22.09 -1.40 .00 21.86 18.39 33.90 226.00 214.87 RIVERSIDE INN 'IPRAP IN SLMARY PRINT :26:42 PAG SECNO K *XNL K *XNCH K *XNR Q QLOB QCH TDB AREA VCH STENCL ST 70.000 80.00 40.00 60.00 12880.00 .00 12880.00 .00 2384.11 5.40 .00 69.000 80.00 35.00 60.00 12:41.00 .00 12:4.1.00 .00 2590.05 4.97 .00 68.000 80.00 40.00 60.00 12870.00 .00 12870.00 .00 3054.62 4.21 .00 67.000 80.00 43.00 60.00 12850.00 .00 12775.17 74.83 2943.59 4.51 .00 66.000 80.00 43.00 60.00 12650.00 .00 12571.13 78.87 2826.14 4.65 .00 5.000 80.00 43.00 60.00 12618.00 .00 12205.35 412.65 2965.89 4.85 .00 4.010 80.00 43.00 60.00 12602.00 .00 11423.13 1178.87 4245.77 3.99 .00 3.000 80.00 43.00 60.00 12584.00 11.31 11433.34 1139.35 4290.96 3.94 .00 1.000 80.00 43.00 60.00 12580.00 .00 12218.85 361.15 3576.15 3.93 .00 65.020 80.00 43.00 60.00 12570.00 136.09 12433.92 .00 3072.43 4.31 .00 65.010 80.00 43.00 60.00 12532.00 650.21 11:41.79 .00 3527.90 4.32 .00 65.000 80.00 43.00 60.00 12440.00 7.59 12432.41 .00 3613.71 3.47 .00 11.180 80.00 43.00 60.00 12300.00 10.50 12191.82 97.68 2608.30 4.:4 .00 11.479 80.00 43.00 60.00 12300.00 .00 12300.00 .00 2639.58 4.66 .00 11.681 80.00 43.00 60.00 12300.00 .00 12300.00 .00 2947.09 4.17 .00 11.825 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2617.45 4.70 .00 11.826 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2493.50 4.93 .00 11.831 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2495.80 4.93 .00 11.832 70.00 43.00 60.00 12300.00 .00 12300.00 .00 2629.00 4.68 .00 12.020 70.00 43.00 70.00 12300.00 5.65 12294.35 .00 3166.63 3.90 .00 1 1 • 07 -11 -89 09:26:42 07 -11 -89 09:27:01 SUGARY OF ERRORS AND SPECIAL NOTES HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 • IBM -PC -XT VERSION AUGUST 1985 PAG PAG THIS RUN EXECUTED 07 -11 -89 IA