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<br />92/02/05. 10.01.27- <br />SECNO DEPTH CWSEL CRIWS WSELK EG <br />Q QLDB QCH QRDB ALDB ACH <br />TIME VLOB VCH VROB XNL XNCH <br />SLOPE XLOBL XLCH XLOBR ITR I AL lOC <br /> <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL OEPTH ASSUMEO <br /> <br />3495 OVERBANK AREA ASSUMEO NON'EFFECTIVE.ELLEA= <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />4925.99 ELREA= <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />XS .22 IS NOT USED; XS 23 IS KEPT INTACT IN MAIN CHANNEL ANO IS <br />ALSO EXTENOEO LEFTWARO TO INCLUOE THE O.F. CHANNEL. <br />QT-CH4NGES_ SPI TT BETWEEN O.F. & MAIN CHANNELS. <br />23.00 .36 4923.86 4923.86 0.00 4923.95 <br />160. O. 160. O. O. 65. <br />.10 0.00 2.44 0.00 0.000 ,055 <br />.080443 490. 600. 900. 20 21 <br /> <br />1490 NH CARO USED <br />*SECNO 24.000 <br />A LARGE BUILDING EXISTS ABOUT 600 FEET OWSTR FROM HWY 14. XS24 IS <br />IMMEDIATELY UPSTR. FROM THE BUILDING. X$24 WAS PARTIALLY BLOCKED <br />A NON-EFFECTIVE FLOW AREA. FLOOD WATERS FLOW AROUND THE BUILDING <br />ELEVS. ARE HIGHER & THE FLOW PATH IS WIDER THAN COMPAREO TO A <br />"NO BUILOING" SITUATION. <br />24.00 1.15 4927.15 0.00 <br />160. O. 160. O. <br />.23 .22 1.37 0.00 <br />.001645 660. 640. 800. <br /> <br />0.00 <br />O. <br />.050 <br />10 <br /> <br />4927.18 <br />117. <br />.045 <br />o <br /> <br />1490 NH CARD USED <br />.SECND 25.000 <br />WATER EL-X5 CARD- <br />HWY 14. <br />25.00 .35 <br />160. O. <br />.33 0.00 <br />.013715 520. <br /> <br />4934.350 <br /> <br />0.00 <br />O. <br />0.000 <br />o <br /> <br />4934.39 <br />100. <br />.045 <br />o <br /> <br />4934.35 <br />160. <br />1.60 <br />580. <br /> <br />0.00 <br />O. <br />0.00 <br />450. <br /> <br />.09 <br />O. <br />0.000 <br />o <br /> <br />.03 <br />O. <br />0.000 <br />o <br /> <br />.04 <br />O. <br />0.000 <br />o <br /> <br />2.49 <br />3. <br />0.000 <br />0.00 <br /> <br />3.22 <br />4. <br />0.000 <br />0.00 <br /> <br />2.11 <br />5. <br />0.000 <br />0.00 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWlO <br /> <br />4925.40 <br /> <br />.01 <br />5. <br />4923.50 <br />363.48 <br /> <br />OUT AS <br />ANO <br /> <br />.01 <br />9. <br />4926.00 <br />115.19 <br /> <br />.00 <br />12. <br />4934.00 <br />376.06 <br /> <br />1490 NH CARD USED <br />.SECNO 27.000 <br />WATER EL-X5 CARD- 4934.400 <br />QT-CHANGES. SOME QT ENTERS MAIN CHANNEL TO E BETWEEN XS27 & HWY 14. SOME <br />QT FLOWS OVER 1-25 AND IS LOST. COMPUTERIZED VERTICAL EXTENSION OF <br />OF LT OF SECTION 27 IS O.K.: IT IS A VERTICAL SEPARATION LINE BETWEEN <br /> <br /> <br />PAGE 8 <br /> <br />BANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />4925.99 <br />4925.40 <br />287.48 <br />650.95 <br /> <br />4927.00 <br />4932.00 <br />1016.81 <br />1132.00 <br /> <br />4935,00 <br />4935,00 <br />1334.00 <br />1710.06 <br />