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ST9905DR-SY050802I Suzan Taylor - REV10X6.OH2 _ Page 1 I * HEC-2 WATER SURFACE PROFILES OF ENGINEERS * Version 4.6.2; May 1991 * RUN DATE 02AUG05 TIME 18:09:43 * * U.S. ARMY CORPS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 (916) 756-1104 X X XXXXXXX XXXXX XXXXX X XX X X X X X XX X X X)O(YO(YO( XYO(X X XXXXX XXXXX X XX X X X XX X X X X X XXX)O(YO( X)O(XX X)(XX)V~V~X 02AUG05 18:09:43 PAGE 1 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS RUN EXECUTED 02AUG05 18;09:43 T1BETHEL ROAD PROJECT T2100 YEAR FREQUENCY T3 32' CHANNEL FROM COPPEL RD TO FREEPORT this model uses revised elevations between coppell andfreeport THIS DECK WAS DEVELOPED BY MIKE HOBBS ON 11-19-03 THIS IS AN EXTENSION OF THE STUDIED PORTION OF TRIB. G-1. THE ELEVATIONS WERE TAKE FROM THE CITY OF COPPELL MAPS THE MAPS WERE CHECKED TO THE SURVEYED ELEVATIONS ARE THE SAME THE DISCHARGES ARE FROM VARIOUS POND PACK MODELS EXISTING STRUCTURE SIZES ARE FROM SURVEY. THE PROPOSED STRUCTURE AT BETHEL ROAD IS ADDED THE BEGINNING STATION OF 100 = SECTION B FROM THE FEMA MAP THE INCREASING SECTIONA WILL BE IN LENGTH OF FEET FROM THIS TIE IN STATION n VALUES ARE FROM THE FIS STUDY FOR THE CITY OF COPPELL THE n VALUES ARE CHANGED WHERE CHANNEL IMPROVEMENTS ARE MADE THIS MODEL IMPROVES THE CHANNEL FROM COPPELL RD TO FREEPORT PRKY THIS MODEL WILL EXTEND ALONG THE MINYARDS PROPERTY REPLACING THE EXIST. BOX I Suzan Taylor - REVIOX6.0H2 Page 2 ] This model received from TRANSYSTEM CORP and revised by FNI to size the culvert beneath Coppell Road and establish top of roadway elevation (25FEB04) THIS MODEL WAS RECIEVED FROM FNI ONCE A STRCUTURE WAS PLACED AT COPPELL RD THE MODEL WAS REVISED WITH A 4-10X7 BOX CULVERT AT BETHEL ROAD AND ONE CROSS SECTION WAS ADDED IN THE BEND OF THE PROPOSED CHANNEL UPSTREAM OF BETHEL RD. (3-10-04) THIS MODEL WAS REVISED WITH 4-10X6 BOXES AT BETHEL RD THE CHANNEL SLOPE UP IS 0.38% AND THE SLOPE DOWN IS 0.67% ALL OF HTE CHANNEL FLOWLINES BETWEEN COPPELL RD AND FREEPORT HAVE CHANGED THE FLOWLINE OF THE NEW BOX IS501.33 J1 ICHECK INQ NINV IDIR STRT METRIC HVlNS Q WSEL FQ 2 500.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1 I 02AUG05 18:09:43 PAGE 2 QT 2 2174 2755 NC .1 .1 .04 .1 .3 THIS IS X-SECTION B IN ITS APPRXOIMATE LOCATION. THE SECTION ELEVATIONS WERE TAKEN FROM THE CITY OF COPPELL TOPO MAP. Xl 0 21 1450 1550 0 0 0 GR 509.0 1000 508.0 1080 508.0 1300 506.0 1380 504.0 1430 GR 502.0 1440 500.0 1450 498.0 1460 496.0 1465 494.0 1470 GR 493.8 1475 494.0 1490 496.0 1510 498.0 1530 500.0 1550 GR 502.0 1650 504.0 1730 506.0 1800 508.0 1890 510.0 1940 GR 512.0 2100 THIS X-SECTION IS APPROXIMATELY 400 LF FROM X- SECTION B OF STUDY Xl 400 19 1610 1680 420 380 400 GR 512.9 1000 512.0 1150 510 1320 508 1360 506 1425 GR 504 1490 502 1600 500 1610 498 1620 496 1630 GR 495.4 1645 496 1660 498 1670 500 1680 504 1710 GR 506 1770 508 1970 510 2050 512 2170 I Suzan Taylor - REVIOX6.0H2 Page 3 I Xl 690 20 1510 1555 290 290 290 GR 513.8 1000 512.0 1130 510.0 1230 508.0 1300 506.0 1380 GR 504.0 1430 502.0 1460 500.0 1490 498.0 1510 496.0 1520 GR 495.6 1530 496.0 1545 498.0 1555 500.0 1560 502.0 1600 GR 504,0 1670 506.0 1720 508.0 1810 510.0 1880 511.2 1960 Xl 890 21 1480 1550 200 200 200 GR 513 1000 512.0 1060 510.0 1150 508.0 1260 506,0 1340 GR 504.0 1430 502.0 1465 500.0 1480 498.0 1490 496.0 1500 GR 495.8 1505 496.0 1520 498.0 1540 500.0 1550 502.0 1560 GR 504.0 1570 506.0 1590 508.0 1650 510.0 1680 512.0 1770 GR 512.2 1780 NC 0.025 .1 .3 THIS IS X-SECT 1 OF SPECIAL CULVERT MODEL - DOWNSTREAM OF CULVERT CHANGED SECTION TO HAVE 32' BOTTOM WIDTH CHANNEL BOTTOM 1 02AUG05 18:09:43 PAGE 3 X1 1260 15 1489 1537 350 390 370 X3 10 GR 513.0 1000 512.0 1100 510.0 1280 508.0 1330 506.0 1380 GR 505.0 1395 504.0 1489 496.19 1497 496.19 1529 504.0 1537 GR 504.0 1590 506.0 1600 508.0 1620 510.0 1750 510.2 1780 THIS IS X-SECTION 2 OF SPECIAL CULVERT - DOWNSTREAM FACE THE BOTTOM WIDTH OF THIS SECTION WAS CHANGED TO RELFECT NEW CULVERT X-SECTION HAS 44' BOTTOM WIDTH NC 0.3 0.5 Xl 1284 15 1483 1543 24 24 24 X3 10 GR 513.0 1000 512.0 1100 510~0 1280 508.0 1330 506.0 1380 GR 505.0 1395 504.0 1483 496.19 1491 496.19 1535 504 1543 GR 504.0 1590 506.0 1600 508.0 1620 510.0 1750 510.2 1780 SC RECORD FOR 4-10X7 BOX CULVERTS SC 4.013 .4 2.6 7 10 48 8.2 496.62 496.19 Su~uzan Taylor- REV10X6.OH2 . Pa~_4.1 X-SEXTION 3 OF SPECIAL CULVERT MODEL - UPSTREAM FACE CHANNEL HAS 44' BOTTOM ADDED X4 CARD FOR ADDITIONAL GROUND POINTS FOR ROADWAY CHANGED BT CARD TO MATCH GROUND POINTS Xl 1332 16 1404 1462 48 48 X2 2 506.8 X3 10 X4 2 ,506.8 1248 506.8 1574 BT 2 1248 506.8 1574 506,8 GR 513.0 1000 512.0 1080 510,0 1120 GR 505.0 1360 505.4 1365 505.0 1386 48 GR 496.62 1454 505.0 1462 506.0 1550 GR 510.2 1910 THIS IS SECTION 4 OF SPECIAL CULVERT - UPSTREAM OF CULVERT CHANNEL BOTTOM WIDTH CHANGES TO 32' 508.0 1200 506.0 1280 502.68 1404 496.62 1410 508.0 1610 510.0 1890 1 02AUG05 18:09:43 PAGE 4 Xl 1350 16 1386 1454 18 18 18 GR 513.0 1000 512,0 1080 510.0 1120 508.0 1200 506.0 1280 GR 505.0 1360 505.4 1365 505.0 1386 502.68 1409 496.74 1416 GR 496.74 1448 505.0 1454 506.0 1550 508.0 1610 510.0 1890 GR 510.2 1910 QT 2 1924 2515 NC .1 .3 Xl 1650 15 1191 1235 340 280 300 X3 10 GR 510.4 1000 510.0 1030 508.0 1120 504.5 1180 504.4 1191 GR 498.75 1197 498.75 1229 503.5 1235 503.5 1238 503.5 1250 GR 504.0 1290 504.0 1310 506.0 1360 508.0 1460 510.0 1550 X1 1900 12 1317 1361 280 230 250 X3 10 GR 511,0 1000 510.0 1100 508.0 1200 506.0 1300 506,0 1317 GR 500.43 1323 500.43 1355 506.0 1361 506.0 1370 508.0 1420 GR 509.0 1570 510.0 1630 THIS IS X-SECT 1 OF SPECIAL CULVERT MODEL - DOWNSTREAM OF CULVERT CHANNEL SECTION TO HAVE 32' BOTTOM ! Suzan Taylor - REV10X6.OH2 Page 5 I Xl 1990 12 1411 1455 90 90 90 X3 10 GR 511.0 1000 510.0 1050 508,0 1210 507.0 1380 506.5 GR 501.03 1417 501.03 1449 507.0 1455 508.0 1480 510.0 GR 511.0 1710 512 1770 THIS IS X-SECTION 2 OF SPECIAL CULVERT - DOWNSTREAM FACE THE BOTTOM WIDTH OF THIS SECTION WAS CHANGED TO RELFECT NEW CULVERT X-SECTION HAS 44' BOTTOM WIDTH 1411 1610 NC .3 .5 Xl 2010 12 1400 1466 20 20 20 X3 10 GR 511.0 1000 510.0 1050 508.0 1210 507.0 1380 506.5 GR 501.15 1411 501.15 1455 507.0 1466 508.0 1480 510.0 GR 511.0 1710 512 1770 SPECIAL CULVERT 4-10X5 BOX CULVERT 02AUG05 18:09:43 PAGE 5 1400 1610 SC 4,013 .4 2.6 6 10 36 8.1 501.33 X-SEXTION 3 OF SPECIAL CULVERT MODEL - UPSTREAM FACE CHANNEL HAS 44' BOTTOM ADDED X4 CARD FOR ADDITIONAL GROUND POINTS FOR ROADWAY Xl 2046 12 1402 1464 36 36 36 X2 2 509.35 X3 10 X4 2 509.35 1176 509.35 1580 BT 2 1176 509.35 1580 509,35 GR 509.65 1000 509.50 1050 508.0 1210 GR 501,33 1411 501,33 1455 507.0 1464 GR 510 1710 511 1770 507.0 1380 508.0 1480 501.15 506.5 509.8 1402 1610 NC .1 .3 THIS IS SECTION 4 OF SPECIAL CULVERT - UPSTREAM OF CULVERT CHANNEL BOTTOM WIDTH CHANGES TO 32' [ Suzan Taylor - REV10X6.OH2 Page 6 I Xl 2070 12 1411 1455 24 24 24 X3 10 GR 511.0 1000 510.0 1050 508.0 1210 507.0 GR 501.42 1417 501.42 1449 507.0 1455 508.0 GR 511.0 1710 512 1770 1380 506.5 1411 1480 510.0 1610 Xl 2300 14 1173 1217 206 245 230 X3 10 GR 512.0 900 512.0 930 510.0 937 512.5 GR 512.5 970 511.0 976 508.0 1173 502.29 GR 508.0 1217 511.0 1224 510.0 1320 510.6 946 512.7 958 1179 502.29 1211 1390 QT 2 1872 2515 X1 2560 14 1173 1217 221 290 260 X3 10 GR 512.0 900 512.0 930 510.0 937 512.5 GR 512.5 970 511.0 976 510.0 1173 503.28 GR 511.0 1217 511.0 1224 510.0 1320 510.6 1 02AUG05 18:09:43 946 512.7 958 1179 503,28 1211 1390 PAGE 6 Xl 2920 15 1151 1195 360 360 360 X3 10 GR 513.0 900 513.6 909 512.6 916 514.2 GR 513.5 960 513.0 1002 513.1 1050 512.3 GR 504.67 1189 512.5 1195 512.9 1212 514.5 926 514.0 953 1151 504.67 1157 1290 515.0 1440 FOLLOWING X-SECTIONS ARE FOR INFORMATION PURPOSES ONLY QT 2 1580 2164 X1 3030 8 1115 1168 104 141 121 X3 10 GR 513.0 1000 514.0 1075 514.0 1115 506.5 GR 514.0 1168 518.0 1220 518.2 1318 1128 506.5 1160 X1 3170 12 1098 1144 140 140 140 X3 10 GR 512 1000 513 1010 514 1020 514 GR 513.6 1098 506.85 1105 506.85 1137 513.6 GR 518 1259 518.2 1389 1065 513.8 1083 1144 516 1215 X1 3325 10 1095 1141 165 130 155 X3 10 GR 514.5 1000 515 1039 515.4 1063 515 1087 514.6 1095 i Suzan Taylor - REV10X6.OH2 Page 7 I GR 507.24 1102 507.24 1134 514.6 1141 518.0 1181 518.4 1260 X1 3825 500 500 500 1.25 X3 10 Xl 4325 500 500 500 1.25 X3 10 Xl 4825 500 500 500 1.25 X3 10 1 02AUG05 18:09:43 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 CCHV= .100CEHV= .300 *SECNO .000 .000 6.20 500.00 .00 500.00 500.59 .59 .00 .00 500.00 2174.0 .0 2174.0 .0 .0 352.0 .0 .0 .0 500.00 .00 .00 6.18 .00 .000 .040 .000 .000 493.80 1450.00 .005249 0. 0. 0. 0 0 0 .00 100.00 1550.00 *SECNO 400.00O 400.000 6.36 501.76 .00 .00 502.41 .65 1.80 .02 500.00 2174.0 6.5 2157.8 9.7 7.7 331.7 11.5 3.2 .9 500.00 .02 .84 6.51 .85 .100 .040 .100 .000 495.40 1601.24 .003913 420. 400. 380. 2 0 0 .00 91.91 1693.15 *SECNO 690.000 690.000 7.17 502.77 .00 .00 503.33 .55 .90 .01 498.00 2174.0 196.1 1863.6 114.2 133.1 289.7 100.2 6.1 1.8 498.00 .03 1.47 6.43 1.14 .100 .040 .100 .000 495.60 1448.42 ,002533 290. 290. 290, 2 0 0 .00 178.59 1627.01 *SECNO 890.000 890.000 7.58 503.38 .00 .00 503.74 .36 .39 .02 500.00 2174.0 44.9 2102.3 26.8 52.2 428.4 28.5 8.5 2.5 500.00 .04 .86 4.91 .94 .100 .040 .100 .000 495.80 1440.90 .001579 200, 200. 200. 2 0 0 .00 125.98 1566.89 I Suzan Taylor - REVIOX6.0H2 Page 8 ] CCHV= .100 CEHV= .300 *SECNO 1260.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 504.00 ELREA= 504.00 1260.000 7.43 503.62 .00 .00 504.47 .85 .58 .14 504.00 2174.0 .0 2174.0 .0 .0 294.7 .0 11.9 3.2 504.00 .06 .00 7.38 .00 .000 .025 .000 .000 496.19 1489.38 .001576 350. 370. 390. 2 0 0 .00 47.24 1536.62 1 02AUG05 18:09:43 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .300 CEHV= .500 *SECNO 1284.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 1284.000 8.01 504.20 .00 .00 504.62 .42 .02 .13 504.00 2174.0 .2 2172.5 1.3 1.9 418.5 9.8 12.1 3.3 504.00 .06 .08 5.19 .13 .100 .025 .100 .000 496.19 1464.85 .000655 24. 24. 24. 2 0 0 .00 126.18 1591.03 SPECIAL CULVERT SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT ELCHU ELCHD 4 .013 .40 2.60 .00 7.00 10.00 48.00 8 2 496.62 496.19 CHART 8 - BOX CULVERT WITH FLARED WINGWALLS; NO INLET TOP EDGE BEVEL SCALE 2 - WINGWALLS FLARED 90 OR 15 DEGREES *SECNO 1332.000 SPECIAL CULVERT OUTLET CONTROL EGIC = 504.311 EGOC = 505.596 PCWSE= 504.201 ELTRD= 506.800 SCL 3265 DIVIDED FLOW SPECIAL CULVERT EGIC EGOC 504.31 505.60 H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN .98 0. 2174. 4.828 280.0 506.80 0. ! Suzan Taylor - REVIOX6.0H2 Page 1332.000 8.62 505.24 .00 .00 505.60 .36 .98 .00 502.68 2174.0 10.6 2163.2 .2 29.2 448.0 2.5 12.6 3.4 505.00 .06 .36 4.83 .08 .100 .025 .100 .000 496.62 1341.11 ,000494 48, 48. 48. 2 0 0 .00 131.01 1482.78 *SECNO 1350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 1350.000 8.41 505.15 .00 .00 505.71 .56 .01 .10 505.00 2174.0 .2 2173.7 .1 1.6 363.1 1.1 12.8 3.4 505.00 .06 .09 5.99 .09 .100 .025 .100 .000 496.74 1347.93 .001228 18. 18. 18. 2 0 0 .00 104.35 1468.48 1 02AUG05 18:09:43 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV= .100CEHV= .300 *SECNO 1650.000 1650.000 6.70 505.45 .00 .00 506.13 .68 .39 .04 504.40 1924.0 8.6 1805.3 110.1 18.7 263.5 152.3 15.5 4.4 503.50 .07 .46 6.85 .72 .100 .025 .100 .000 498.75 1163.75 .001368 340. 300. 280. 2 0 0 .00 182.45 1346.20 *SECNO 1900.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 506.00 ELREA= 506.00 1900.000 1924.0 .08 .005158 4.87 505,30 .00 .00 507.05 1.75 .59 .32 506.00 .0 1924.0 .0 .0 181,4 .0 17.3 5.1 506.00 .00 10.61 .00 .000 .025 .000 .000 500.43 1317.75 280. 250. 230. 3 0 0 .00 42.49 1360.25 i Suzan Taylor - REV10X6.OH2 Page *SECNO 1990.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 506.50 ELREA= 507.00 1990.000 4.60 505.63 505.59 .00 507.63 2.00 .51 .08 506.50 1924.0 .0 1924.0 .0 .0 169.6 .0 17.6 5.1 507.00 .08 .00 11.34 .00 .000 .025 .000 .000 501.03 1411.95 .006277 90. 90. 90. 4 11 0 .00 41.68 1453.63 CCHV= .300CEHV= .500 *SECNO 2010.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.86 2010.000 6.60 507.75 .00 .00 508.15 .40 .03 .48 506.50 1924.0 18.3 1904.9 .8 67.1 373.7 3.9 17.8 5.2 507.00 .08 .27 5.10 .21 .100 .025 .100 .000 501.15 1253.27 .000769 20. 20. 20. 4 0 0 .00 223.16 1476.44 I 02AUG05 18:09:43 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SPECIAL CULVERT SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT ELCHU ELCHD 4 .013 .40 2.60 .00 6.00 10.00 36.00 8 1 501.33 501.15 CHART 8 - BOX CULVERT WITH FLARED WINGWALLS; NO INLET TOP EDGE BEVEL SCALE I - WINGWALLS FLARED 30 TO 75 DEGREES *SECNO 2046.000 SPECIAL CULVERT OUTLET CONTROL EGIC = 508.061 EGOC = 509.220 PCWSE= 507.746 ELTRD= 509.350 SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 508.06 509.22 1.07 0. 1924. 4.203 240.0 509.35 0. SCL I Suzan Taylor- REV10X6.OH2 Page 11 I 2046.000 7.64 508.97 .00 .00 509.22 .25 1.07 .00 506.50 1924.0 123.8 1784.7 15.5 309.8 424.7 58.0 18.3 5.5 507.00 .09 .40 4.20 .27 .100 .025 .100 .000 501.33 1185.67 .000409 36. 36. 36. 2 0 0 .00 365.90 1551.57 CCHV= .100 CEHV= .300 *SECNO 2070.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 2070.000 7.40 508.82 .00 .00 509.30 .49 .01 .07 506.50 1924.0 171.2 1730.1 22.7 315.0 293.5 54.7 18.7 5.7 507.00 .09 .54 5.89 .42 .100 .025 .100 .000 501.42 1144.54 .000880 24. 24. 24. 2 0 0 .00 388.65 1533.19 *SECNO 2300.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 2300.000 1924.0 .10 .001801 6.52 508.81 .00 .00 509.70 .89 .28 .12 508.00 7.6 1916,2 .3 21.8 252.9 .8 21.1 6.9 508.00 .35 7.58 .33 .100 .025 .100 .000 502.29 1119.46 206. 230. 245. 2 0 0 .00 99.44 1218.90 1 02AUG05 18:09:43 PAGE 11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 2560.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 510.00 ELREA= 511.00 2560.000 5.93 509.21 .00 .00 510.34 1.13 .56 .07 510.00 1872.0 .0 1872.0 .0 .0 219.0 .0 22.5 7.3 511.00 .11 .00 8.55 .00 .000 .025 .000 .000 503.28 1173.71 .002691 221. 260. 290. 2 0 0 .00 41.90 1215.61 *SECNO 2920.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 512.30 ELREA= 512.50 2920.000 5.47 510.14 .00 .00 511.53 1.38 1.11 .07 512.30 1872.0 .0 1872.0 .0 .0 198.5 .0 24.3 7.6 512.50 .12 .00 9.43 .(30 .000 .025 .000 .000 504.67 1152.69 .003569 360. 360. 360. 2 0 0 .00 40.50 1193.20 L Suzan Taylor - REV10X6.OH2 Page 12 1 *SECNO 3030.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 514.00 ELREA= 514.00 3030.000 3.97 510.47 510,47 .00 512.21 1.74 .56 .11 514.00 1580.0 .0 1580.0 .0 .0 149,3 .0 24,7 7.7 514.00 .12 .00 10.58 .00 .000 .025 .000 .000 506.50 1121.11 .006549 104. 121. 141. 2 15 0 .00 43.13 1164.24 *SECNO 3170,000 3301 HV CHANGED MORE THAN HVlNS 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 513.60 ELREA= 513.60 3170.000 4.89 511.74 .00 .00 512.92 1.18 .65 .06 513.60 1580.0 .0 1580.0 .0 .0 181.2 .0 25.3 7.9 513.60 .12 .00 8.72 .00 .000 .025 .000 .000 506.85 1099.93 .003467 140. 140. 140. 3 0 0 .00 42.14 1142.07 I 02AUG05 18:09:43 PAGE 12 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 3325.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 514.60 ELREA= 514.60 3325.000 5.09 512.33 .00 .00 513.43 1.10 .51 .01 514.60 1580.0 .0 1580.0 .0 .0 187.8 .0 25.9 8.0 514.60 .13 .00 8.41 .00 .000 .025 .000 .000 507.24 1097.15 .003076 165. 155. 130. 2 0 0 .00 41.69 1138.85 *SECNO 3825.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 515.85 ELREA= 515.85 3825.000 5.39 513.88 .00 .00 514.85 .97 1.40 .01 515.85 1580.0 .0 1580.0 .0 .0 199.9 .0 28.2 8.5 515.85 .15 .00 7.90 .00 .000 .025 .000 .000 508.49 1096.88 .002554 500. 500. 500. 2 0 0 .00 42.24 1139.12 I Suzan Taylor- REV10X6.OH2 Page 13 I *SECNO 4325.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 517.10 ELREA= 517.10 4325.000 5.41 515,15 .00 .00 516.11 .96 1.27 .00 517.10 1580.0 .0 1580.0 .0 ,0 201.2 .0 30.5 9.0 517.10 .16 .00 7.85 .00 .000 .025 .000 .000 509.74 1096.85 .002509 500. 500. 500, 2 0 0 .00 42.30 1139.15 *SECNO 4825.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 518.35 ELREA= 518.35 4825.000 5.42 516.41 .00 .00 517.36 .95 1.25 .00 518.35 1580.0 .0 1580.0 .0 .0 201.6 .0 32.8 9.5 518.35 .18 .00 7.84 .00 .000 .025 .000 .000 510.99 1096.84 .002493 500. 500. 500. 1 0 0 .00 42.32 1139.16 1 02AUG05 18:09:43 PAGE 13 T1BETHEL ROAD PROJECT T2100 YEAR FREQUENCY T3 PROPOSED 32' CHANNEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 500.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 2 -1 1 02AUG05 18:09:43 PAGE 14 ITRACE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 CCHV= .100CEHV= .300 *SECNO .000 .000 6.20 500,00 .00 500.00 500.95 .95 .00 .00 500.00 2755.0 .0 2755.0 .0 .0 352.0 .0 .0 .0 500.00 l Suzan Taylor - REV10X6.OH2 Page 14 I .00 .00 7.83 .00 .000 .040 .000 .000 493.80 1450.00 .008430 0. 0. 0. 0 0 0 .00 100.00 1550.00 *SECNO 400.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 400.000 7.02 502.42 .00 .00 503.21 .79 2.24 .02 500.00 2755.0 18.2 2713.5 23.3 19.1 378.4 22.0 3.5 1.0 500,00 .02 .96 7.17 1.06 .100 .040 .100 .000 495.40 1576.86 .003986 420. 400. 380. 3 0 0 .00 121.29 1698.16 *SECNO 690.000 690,000 7.92 503.52 .00 .00 504.13 .61.91 .02 498.00 2755.0 300,9 2244.2 209,9 183.8 323.7 164.5 7.2 2.1 498.00 .03 1.64 6.93 1.28 .100 .040 .100 .000 495.60 1437.10 .002538 290. 290. 290. 2 0 0 .00 216.34 1653.44 *SECNO890,000 890.000 8.32 504.12 .00 .00504,56 .44 .41 .02 500.00 2755.0 86.1 2621.6 47.3 86.3 480.4 42,5 10.1 3.0 500.00 .04 1.00 5.46 1.11 .100 .040 .100 .000 495.80 1424.62 .001677 200. 200. 200. 2 0 0 .00 146.58 1571.20 CCHV= .100CEHV= .300 *SECNO 1260.000 3301 HV CHANGED MORE THAN HVINS 1260,000 8.12 504.31 .00 .00 505.40 1.09 .65 .20 504.00 2755.0 .8 2749,3 4.9 4.6 327.4 16.8 14.2 4.2 504.00 .05 .18 8.40 .29 .100 .025 .100 .000 496.19 1459.67 .001822 350. 370. 390. 2 0 0 .00 131.89 1591,56 I 02AUG05 18:09:43 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV-- .300 CEHV= .500 *SECNO 1284.000 3301 HV CHANGED MORE THAN HVINS ~ Suzan Taylor - REV10X6.OH2 . Page 15 I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 1284.000 8.91 505.10 .00 .00 505.60 .51 .03 .18 504.00 2755.0 14.8 2717.8 22.4 53.4 472.5 55.0 14.4 4.2 504.00 .05 .28 5.75 .41 .100 .025 .100 .000 496.19 1393.41 .000684 24. 24. 24. 2 0 0 .00 202.12 1595.53 SPECIAL CULVERT SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT ELCHU ELCHD 4 ,013 .40 2.60 .00 7.00 10.00 48.00 8 2 496.62 496,19 CHART 8 - BOX CULVERT WITH FLARED WINGWALLS; NO INLET TOP EDGE BEVEL SCALE 2 - WINGWALLS FLARED 90 OR 15 DEGREES *SECNO 1332,000 SPECIAL CULVERT OUTLET CONTROL + WEIR FLOW EG = 507.11 SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 506.07 507.34 1.51 147. 2613, 4.907 280.0 506.80 326. SCL 1332.000 10.13 506~75 .00 .00 507.11 .36 1.51 .00 502.68 2755.0 84.4 2630,9 39.6 204.8 536.2 119.0 15.2 4.5 505.00 .06 .41 4.91 .33 .100 .025 .100 .000 496.62 1249.78 .000401 48. 48. 48. 2 0 0 .00 322.88 1572.66 *SECNO 1350.000 1350.000 9.97 506.71 .00 .00 507.18 .47 .01 .05 505.00 2755.0 68.4 2630.8 55.7 146,0 469.0 123.6 15.6 4.7 505,00 .06 .47 5.61 .45 .100 .025 .100 .000 496.74 1251.63 .000766 18. 18. 18. 2 0 0 .00 319.64 1571.28 CCHV= .100CEHV= .300 *SECNO 1650.000 1650.000 8.13 506.88 .00 .00 507.47 .59 .25 .04 504.40 2515.0 47.7 2165.2 302.1 75.7 326.9 348.2 20.7 6.7 503.50 .07 .63 6.62 .87 .100 .025 .100 .000 498.75 1139.06 .000959 340. 300, 280. 0 0 0 .00 265.35 1404.41 1 02AUG05 18:09:43 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN $STA i Suzan Taylor- REV10X6.OH2 Page 16 ] SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 1900.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO -- .48 1900.000 6.03 506.46 505.79 .00 508.26 1.80 .43 .36 506.00 2515.0 6.4 2505.3 3.3 13.2 232.0 6.8 23.5 7.8 506.00 .08 .48 10.80 .49 .100 .025 .100 .000 500.43 1276.85 .004079 280. 250. 230. 6 14 0 .00 104.72 1381.57 *SECNO 1990.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 506.50 ELREA= 507.00 1990.000 5.58 506.61 506.45 .00 508.81 2.20 .43 .12 506.50 2515.0 .1 2514.9 .0 .4 211.3 .0 24.0 7.9 507.00 .08 .16 11.90 .00 .100 .025 .000 .000 501.03 1404.13 .005561 90. 90. 90. 4 12 0 .00 50.48 1454.61 CCHV= .300 CEHV= .500 *SECNO 2010.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.06 2010.000 7.85 509.00 .00 .00 509.38 .38 .03 .55 506,50 2515.0 158.6 2339.0 17.4 340.7 456.7 53.7 24.2 8.0 507.00 .08 .47 5.12 .32 .100 .025 .100 .000 501.15 1129.79 .000594 20. 20. 20. 4 0 0 .00 415.38 1545.17 SPECIAL CULVERT 1 02AUG05 18:09:43 PAGE 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT SCL ELCHU ELCHD I Suzan Taylor - REV10X6.OH2 Page 171 4 .013 .40 2.60 .00 6.00 10.00 36.00 8 1 501.33 501.15 CHART 8 - BOX CULVERT WITH FLARED WINGWALLS; NO INLET TOP EDGE BEVEL SCALE 1 - WINGWALLS FLARED 30 TO 75 DEGREES *SECNO 2046.000 SPECIAL CULVERT OUTLET CONTROL + WEIR FLOW EG = 510.18 3280 CROSS SECTION 2046.00 EXTENDED .27 FEET SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 510.40 511.52 .80 798. 1721. 4.470 240.0 509.35 404. 2046.000 8.59 509.92 .00 .00 510.18 .27 .80 .00 506.50 2515.0 289.1 2161.8 64.1 601.7 483.6 176.5 25.1 8.5 507.00 .08 .48 4.47 .36 .100 .025 .100 .000 501.33 1000.00 .000390 36. 36. 36. 2 0 0 .00 668.30 1668.30 CCHV= .100 CEHV= .300 ~ *SECNO 2070.000 2070.000 8.38 509.80 .00 .00 510.25 .45 .01 .06 506.50 2515.0 410.3 2023.4 81.3 614.8 336.7 162.7 25.8 8.8 507.00 .08 .67 6.01 .50 .100 .025 .100 .000 501.42 1066.08 .000762 24. 24. 24. 2 0 0 .00 530.85 1596.93 *SECNO 2300.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 2300.000 7.30 509.59 .00 .00 510.72 1.12 .26 .20 508.00 2515.0 47.2 2466.2 1.6 83.6 287.2 3.0 29.5 10.5 508.00 .09 .56 8.59 .53 .100 ,025 .100 .000 502.29 1068.21 .001952 206. 230. 245. 2 0 0 .00 152.51 1220.72 *SECNO 2560.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 510,00 ELREA= 511.00 2560.000 6.64 509.92 .00 .00 511.50 1.57 .65 .13 510.00 2515.0 .0 2515.0 .0 .0 249.9 .0 31.3 11.0 511.00 .10 .00 10.06 .00 .000 .025 .000 .000 503.28 1173.06 .003296 221. 260. 290, 1 0 0 .00 43.11 1216.17 1 02AUG05 18:09:43 PAGE 18 I Suzan Taylor - REV10X6.OH2 Page 18 1 SECNO DEPTH CWSEL CRIWS WSELK EG HV HI_ OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWlD ENDST *SECNO 2920.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 512.30 ELREA= 512.50 2920.000 6.41 511.08 .00 .00 512.83 1.75 1.28 .05 512.30 2515.0 .0 2515.0 .0 .0 236.9 .0 33.4 11.4 512.50 .11 .00 10.61 .00 .000 .025 .000 .000 504.67 1151.96 .003817 360. 360. 360. 2 0 0 .00 41.95 1193.91 *SECNO 3030.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 514.00 ELREA= 514.00 3030.000 5.01 511.51 .00 .00 513.42 1.90 .54 .05 514.00 2164.0 .0 2164.0 .0 .0 195.5 .0 34.0 11.5 514.00 .11 .00 11.07 .00 .000 .025 .000 .000 506.50 1119.32 .005534 104. 121. 141. 0 0 0 .00 46.03 1165.34 *SECNO 3170.000 3280 CROSS SECTION 3170.00 EXTENDED .52 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 513.60 ELREA= 513.60 3170.000 5.67 512.52 .00 .00 514.10 1.58 .65 .03 513.60 2164.0 .0 2164.0 .0 .0 214.6 .0 34.6 11.7 513.60 .12 .00 10.08 .00 .000 .025 .000 .000 506.85 1099.12 .003942 140. 140. 140. 3 0 0 .00 43.75 1142.88 *SECNO 3325.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 514.60 ELREA= 514.60 3325.000 6.02 513.26 .00 .00 514.67 1.41 .56 .02 514.60 2164.0 .0 2164.0 .0 .0 227.2 .0 35.4 11.8 514.60 .12 .00 9.52 .00 .000 .025 .000 .000 507.24 1096.27 ,003285 165. 155. 130. 2 0 0 .00 43.46 1139.73 1 02AUG05 18:09:43 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV I Suzan Taylor- REVIOX6.0H2 ' Page 19] Q QLOB QCH QROB ALOB ACh AROB VOl TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 3825.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 515.85 ELREA= 515.85 3825.000 6.46 514.95 .00 .00 516.15 1.20 1.45 .02 515.85 2164.0 .0 2164,0 .0 .0 246.3 .0 38.1 12.3 515.85 .14 .00 8.78 .00 .000 .025 .000 .000 508.49 1095.86 .002593 500. 500. 500. 2 0 0 .00 44.28 1140.14 *SECNO 4325.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 517.10 ELREA= 517.10 4325.000 6.51 516.25 .00 .00 517.43 1.18 1.28 .00 517.10 2164.0 .0 2164.0 .0 .0 248.7 .0 41.0 12.8 517.10 .15 .00 8.70 .00 .000 .025 .000 .000 509.74 1095.81 .002521 500. 500. 500. 2 0 0 .00 44.39 1140.19 *SECNO 4825.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 518.35 ELREA= 518.35 4825.000 6.52 517.51 .00 .00 518.68 1.17 1.25 .00 518.35 2164.0 .0 2164.0 .0 .0 249.6 .0 43.8 13.3 518.35 .17 .00 8.67 .00 .000 .025 .000 .000 510.99 1095.79 .002494 500. 500. 500. 1 0 0 .00 44.43 1140.21 1 02AUG05 18:09:43 PAGE 20 HEC~2 WATER SURFACE PROFILES Version 4,6.2; May 1991 THIS RUN EXECUTED 0ZAUG05 18:09:44 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 32' CHANNEL FROM COPPEL SUMMARY PRINTOUT TABLE 150 I Suzan Taylor - REV10X6.OH2 Page 20 ] SECNO XLCH ELTRD VCH AREA .01K .000 .00 .00 .00 300.07 .000 .00 .00 .00 300.07 400.000 400.00 .00 350.89 347,56 400.000 400.00 .00 419.50 436.35 ELLC ELMIN Q CWSEL CRIWS EG 10*KS 493.80 2174.00 500.00 .00 500.59 52.49 6.18 352.00 493.80 2755.00 500.00 .00 500.95 84.30 7.83 352.00 .00 495.40 2174.00 501.76 .00 502.41 39.13 6.51 .00 495.40 2755.00 502.42 .00 503.21 39.86 7.17 1332.000 48.00 506,80 .00 496.62 2174.00 505.24 .00 505.60 4.94 4.83 479.66 978.35 1332.000 48.00 506.80 .00 496.62 2755.00 506.75 .00 507.11 4.01 4.91 859.96 1375.01 * 1350,000 18.00 .00 .00 496.74 2174.00 505.15 .00 505.71 12.28 5.99 365.81 620.40 1350.000 18.00 .00 .00 496.74 2755.00 506.71 .00 507.18 7.66 5.61 738.69 995.44 1650.000 300.00 .00 .00 498.75 1924.00 505.45 .00 506.13 13.68 6.85 434.49 520.28 1650.000 300.00 .00 .00 498.75 2515.00 506.88 .00 507.47 9.59 6.62 750.82 812.07 * 1900.000 250.00 .00 .00 500.43 1924.00 505.30 .00 507.05 51.58 10.61 181.39 267.00 * 1900.000 250.00 .00 .00 500.43 2515.00 506.46 505.79 508.26 40.79 10.80 252.10 393.81 1990.000 90.00 .00 .00 501.03 1924.00 505.63 505.59 507.63 62.77 11.34 600.000 290.00 .00 .00 495.60 2174.00 502.77 .00 503.33 25.33 6.43 522.94 431.96 690.000 290.00 .00 .00 495.60 2755.00 503.52 .00 504.13 25.38 6.93 672.02 546.84 800.000 200.00 .00 .00 495.80 2174.00 503.38 .00 503.74 15.79 4.91 509.15 547.04 890.000 200.00 .00 .00 495.80 2755.00 504.12 .00 504.56 16.77 5.46 609.13 672.81 1260.000 370.00 .00 .00 496.19 2174.00 503.62 .00 504.47 15.76 7.38 294.65 547.66 1260.000 370.00 .00 .00 496.19 2755.00 504,31 .00 505.40 18.22 8.40 348.73 645.50 * 1284.000 24.00 .00 .00 496.19 2174.00 504.20 .00 504.62 6.55 5.19 430.16 849.71 * 1284.000 24.00 .00 .00 496.19 2755.00 505.10 .00 505.60 6.84 5.75 580.94 1053.70 [ Suzan Taylor - REV10X6.OH2 Page 21 ] 169.59 242,84 1990.000 90.00 .00 .00 501.03 2515.00 506.61 506.45 508.81 55.61 11.90 211.69 337.25 I 02AUG05 18:09:43 SECNO XLCH ELTRD ELLC ELMIN VCH AREA .01K * 2010.000 20.00 .00 .(30 501.15 1924.00 444,73 694.02 * 2010.000 20.00 .00 .00 501.15 2515.00 851.08 1032.03 2046.000 36.00 509.35 ,00 501.33 1924.00 792.45 950,90 2046.000 36.00 509,35 ,00 501.33 2515.00 1261.78 1274.29 * 2070,000 24.00 .00 .00 501.42 1924.00 663.27 648.45 2070.000 24.00 .00 .00 501.42 2515.00 1114.15 910.89 * 2300.000 230.00 .00 .00 502,29 1924.00 275.45 453.35 * 2300.000 230.00 .00 .(30 502.29 2515.00 373.77 569.31 2560,000 260.00 ,00 .00 503.28 1872.00 219.01 360.89 2560.000 260.00 .00 .00 503.28 2515.00 249.89 438.04 2920,000 360.00 .00 .00 504.67 1872.00 198.49 313.33 2920.000 360,00 .00 .00 504.67 2515.00 236.94 407.06 * 3030.000 121.00 .00 .00 506.50 1580.00 149.31 195.24 3030.000 121.00 .00 .00 506.50 2164.00 195.48 290.89 3170.000 140.00 .00 .00 506.85 1580.00 181.21 268.35 3170.000 140.00 .00 .00 506.85 2164.00 214.61 344.68 3325.000 155.00 .00 .00 507,24 1580.00 187.79 284.86 3325.000 155,00 .00 .00 507.24 2164,00 227.24 377.67 PAGE 21 Q CWSEL CRIWS EG 10*KS 507,75 .00 508.15 7.69 5.10 509.00 .00 509.38 5.94 5.12 508.97 .00 509.22 4.09 4.20 509.92 .00 510.18 3.90 4.47 508.82 ~' .00 509,30 8.80 5.89 509.80 .00 510.25 7.62 6.01 508.81 .00 509.70 18.01 7.58 509.59 .00 510.72 19.52 8.59 509.21 .00 510.34 26.91 8,55 509.92 .00 511.50 32.96 10,06 510.14 .00 511.53 35.69 9.43 511.08 .00 512.83 38.17 10.61 510.47 510.47 512.21 65,49 10.58 511.51 .00 513,42 55,34 11.07 511.74 .00 512,92 34.67 8.72 512.52 .00 514.10 39.42 10,08 512.33 .00 513.43 30.76 8.41 513.26 .00 514.67 32.85 9,52 [ Suzan Taylor - REV10X6.OH2 Page 22 1 3825.000 500,00 .00 .00 508.49 1580.00 513.88 .00 514.85 199.93 312.61 3825.000 500.00 .00 .00 508.49 2164.00 514.95 .00 516.15 246.34 424.96 4325.000 500.00 .00 .00 509.74 1580.00 515.15 .00 516.11 201.16 315.45 4325.000 500.00 .00 .00 509.74 2164.00 516.25 .00 517.43 248.73 431.01 4825.000 500.00 .00 .00 510.99 1580.00 516.41 .00 517.36 201.58 316.42 4825.000 500.00 .00 .00 510.99 2164.00 517.51 .00 518.68 249.63 433.29 1 02AUG05 18:09:43 32' CHANNEL FROM COPPEL SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID .000 2174.00 500.00 .00 .00 .00 100.00 .00 .000 2755.00 500.00 .00 .00 .00 100.00 .00 400.000 2174.00 501,76 .00 1.76 .00 91.91 400.00 * 400.000 2755.00 502.42 .66 2.42 .00 121.29 400.00 690.000 2174.00 502.77 .00 1.01 .00 178.59 290.00 690.000 2755.00 503.52 .75 1.10 .00 216.34 290.00 890.000 2174.00 503.38 .00 .61 .00 125.98 200.00 890.000 2755.00 504.12 .74 .60 .00 146.58 200.00 1260.000 2174.00 503.62 .00 .25 .00 47.24 370.00 1260.000 2755.00 504.31 .69 .19 .00 131.89 370.00 * 1284.000 2174.00 504.20 .00 .58 .00 126.18 24.00 * 1284.000 2755.00 505.10 .90 .79 .00 202.12 24.00 1332.000 2174.00 505.24 .00 1.03 .00 131.01 48.00 1332.000 2755.00 506.75 1.52 1.66 ,00 322.88 48.00 * 1350.000 2174.00 505.15 .00 -.08 .00 104.35 18.00 1350.000 2755.00 506.71 1.56 -.05 .00 319.64 18.00 1650.000 1924.00 505.45 .00 .30 .00 182.45 300.00 1650.000 2515.00 506.88 1.43 .17 .00 265.35 300.00 * 1900.000 1924.00 505.30 .00 -.15 .00 42.49 250.00 * 1900.000 2515.00 506.46 1.16 -.42 .00 104.72 250.00 25.54 25.93 25.09 25.21 24,93 24.94 PAGE 22 XLCH 7.90 8.78 7.85 8.70 7.84 8.67 [ Suzan Taylor - REV10X6.OH2 Page 23 1 1990.000 1924.00 505.63 .00 .33 .00 41.68 90.00 1990,000 2515.00 506.61 .98 .15 .00 50.48 90.00 2010.000 1924.00 507.75 .00 2.11 .00 223.16 20.00 2010.000 2515.00 509.00 1.26 2.39 .00 415.38 20.00 2046.000 1924.00 508.97 .00 1.22 .00 365.90 36.00 2046.000 2515.00 509.92 .95 .91 .00 668.30 36.00 2070.000 1924,00 508.82 .00 -.15 .00 388,65 24.00 2070.000 2515.00 509.80 .98 -,12 .00 530.85 24.00 2300.000 1924.00 508.81 .00 .00 .00 99.44 230.00 2300.000 2515.00 509.59 .78 -.21 .00 152.51 230.00 2560.000 1872.00 509.21 .00 .39 .00 41.90 260.00 2560.000 2515.00 509.92 .72 .33 .00 43.11 260.00 02AUG05 18:09:43 PAGE 23 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID 2920,000 1872.00 510.14 .00 .94 .00 40.50 360.00 2920.000 2515.00 511.08 .93 1.15 .00 41.95 360.00 3030.000 1580.00 510.47 .00 .33 .00 43.13 121.00 3030.000 2164.00 511.51 1.04 .44 .00 46.03 121.00 3170.000 1580.00 511.74 .00 1.26 .00 42.14 140.00 3170.000 2164.00 512.52 .78 1.01 .00 43.75 140.00 3325.000 1580.00 512.33 .00 .60 .00 41.69 155.00 3325.000 2164.00 513.26 .93 .74 .00 43.46 155.00 3825,000 1580.00 513.88 .00 1.54 ,00 42,24 500.00 3825.000 2164.00 514.95 1.07 1.69 ~00 44.28 500.00 4325.000 1580.00 515.15 .00 1.28 .00 42.30 500.00 4325.000 2164.00 516.25 1.10 1.30 .00 44.39 500.00 4825.000 1580.00 516.41 .00 1.25 .o0 42.32 500.00 4825.000 2164.00 517.51 1.11 1.26 .00 44.43 500.00 XLCH 02AUG05 18:09:43 PAGE 24 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 400.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I Suzan Taylor - REV10X6.OH2 Page 24 I WARNING SECNO= 1284.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1284.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1350.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1900.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2010.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2010.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2070.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO-- 2300.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2300.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 3030,000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3030.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY