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<br />92/02/05. 10.01.27. <br />SECNO DEPTH CWSEL CRIWS WSELK EG <br />Q OLDB QCH OROB ALOB ACH <br />TIME VLOB VCH VRDB XNL XNCH <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC <br /> <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />4925.99 ELREA= <br /> <br />XS 22 IS NOT USED: XS 23 IS KEPT INTACT IN MAIN CHANNEL <br />ALSQ EXTENDED LEFTWARD TO INCLUDE THE a.F. CHANNEL. <br />OT-CHANGES. SPLIT BETWEEN O.F. & MAIN CHANNELS. <br />23.00 .78 4924.28 4924.28 0.00 4924.53 <br />1177. O. 1177. O. O. 295. <br />.06 0.00 3.99 0.00 0.000 .055 <br />.057648 490. 600. 900. 20 17 <br /> <br />1490 NH CARD USED <br />*SECNO 24.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />.25 <br />O. <br />0.000 <br />o <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />AND IS <br /> <br />2.20 <br />10. <br />0.000 <br />0.00 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />4925.40 <br /> <br />.04 <br />7. <br />4923.50 <br />611. 61 <br /> <br />A LARGE BUILDING EXISTS ABOUT 600 FEET DWSTR FROM HWY 14. XS24 IS <br />IMMEDIATELY UPSTR, FROM THE BUILDING. XS24 WAS PARTIALLY BLOCKED OUT AS <br />A NON-EFFECTIVE FLOW AREA. FLOOD WATERS FLOW AROUND THE 8UILDING AND <br />ELEVS. ARE HIGHER & THE FLOW PATH IS WIDER THAN COMPARED TO A <br />"NO BUILDING" SITUATION. <br />24.00 2.71 4928.71 0.00 <br />1177. 118. 864. 195. <br />. 14 1. 26 2.98 1. 26 <br />.002360 660. 640. 800. <br /> <br />1490 NH CARD USED <br />*SECNO 25.000 <br />WATER EL-X5 CARD- <br />HWY 14. <br />25.00 1.00 <br />1177. O. <br />.19 0.00 <br />.011983 520. <br /> <br />4935.000 <br /> <br />4935.00 <br />1177. <br />2.90 <br />580. <br /> <br />0.00 <br />O. <br />0.00 <br />450. <br /> <br />1490 NH CARD USED <br /> <br />0.00 <br />93. <br />,050 <br />9 <br /> <br />0.00 <br />O. <br />0.000 <br />o <br /> <br />4928.81 <br />290. <br />.045 <br />o <br /> <br />4935. 13 <br />406. <br />.045 <br />o <br /> <br />.11 <br />155. <br />.050 <br />o <br /> <br />.13 <br />O. <br />0.000 <br />o <br /> <br /> <br />4.27 <br />16. <br />0.000 <br />0.00 <br /> <br />2.56 <br />22. <br />0.000 <br />0.00 <br /> <br />.01 <br />16. <br />4926.00 <br />459.53 <br /> <br />.01 <br />22. <br />4934.00 <br />566.00 <br /> <br />PAGE 35 <br /> <br />8ANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />4925.99 <br />4925.40 <br />234.77 <br />846.38 <br /> <br />4927.00 <br />4932.00 <br />898.99 <br />1688.52 <br /> <br />4935.00 <br />4935.00 <br />1269.00 <br />1835.00 <br />