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<br />92/02/05. <br /> <br />10.01.27. <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />DEPTH <br />OLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />CRIWS <br />QROB <br />VROB <br />XLDBR <br /> <br />WSELK <br />ALOB <br />XNL <br />!TRIAL <br /> <br />.SECNQ 27.000 <br />WATER EL=X5 CARD= 4935.180 <br />3280 CROSS SECTION 27.00 EXTENDED <br /> <br />EG <br />ACH <br />XNCH <br />!DC <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPW!D <br /> <br />QT-CHANGES. SOME OT ENTERS MAIN CHANNEL TO E BETWEEN XS27 & HWY 14. SOME <br />OT FLOWS OVER 1-25 AND IS LOST.CDMPUTERIZED VERTICAL EXTENSION OF <br />OF LT OF SECTION 27 IS O.K.; IT IS A VERTICAL SEPARATION LINE BETWEEN <br />O.F, CHANNEL AND FLOW OVER THE ROAD. <br />27.00 6.08 4935.18 0.00 0.00 <br />1494. 101. 1142. 251. 448. <br />1.31 .23 .34 .15 .050 <br />.000008 1305. 1250. 900. 0 <br /> <br />1490 NH CARD USED <br />*SECNO 28.000 <br /> <br />3265 OIVIDED FLOW <br /> <br />.28 FEET <br /> <br />4935.18 <br />3333. <br />.040 <br />o <br /> <br />.00 <br />1684. <br />.050 <br />o <br /> <br />.03 <br />100. <br />0.000 <br />0.00 <br /> <br />.01 <br />50. <br />4929. 10 <br />1617.49 <br /> <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />OT-CHANGES: UPSTREAM FROM LOSSES AT XS 27. <br />A LARGE BUILDING EXISTS ABOUT 80 FEET DOWNSTREAM FROM THE RAILROAD. X5'S <br />28 & 29 ARE S & N OF THE BUILDING, RESPECTIVELY. THREE SECTIONS (28. " <br />28.2,&28.3) WERE LOCATED ACROSS THE LONG & WIDE BUILDING TO ACCURATELY <br />DEFINE THE EFFECTS ON FLOW. THERE IS NO BACKWATER EFFECT ON THE RR <br />EMBANKMENT SINCE IT IS FAIRLY HIGH. FLOOD WATERS FLOW AROUND THE <br />BUILDING AND ELEVS. ARE HIGHER AND THE FLOW PATH IS WIDER THAN <br />COMPARED TO A "NO BUILDING" SITUATION. XS 28 WAS PARTIALLY BLOCKED <br />OUT AS A NON-EFFECTIVE FLOW AREA; XS29 WAS NOT MODIFIED. <br />28.00 1.57 4936.77 4936.77 0,00 4937.24 .47 <br />2630. O. 2630. O. O. 476. O. <br />1.36 0.00 5.53 0.00 0,000 .039 0.000 <br />.023133 1010. 1010. 1020. 20 14 0 <br /> <br />1490 NH CARD USED <br />*SECNO 28.100 <br /> <br />3265 DIVIDED FLOW <br /> <br />28.10 <br />2630. <br />1. 41 <br />.004216 <br /> <br />3.09 <br />2. <br />1. 25 <br />490. <br /> <br />0.00 <br />57. <br />1. 13 <br />480. <br /> <br />0.00 <br />2. <br />.050 <br />7 <br /> <br />4941.09 <br />2571. <br />3.19 <br />480. <br /> <br />4941.25 <br />806. <br />.042 <br />o <br /> <br />.15 <br />50. <br />.050 <br />o <br /> <br /> <br />.06 <br />169. <br />0.000 <br />0.00 <br /> <br />3.98 <br />176. <br />0.000 <br />0.00 <br /> <br />.14 <br />75. <br />4935.20 <br />511.13 <br /> <br />.03 <br />81. <br />4938.00 <br />610.25 <br /> <br />PAGE <br /> <br />36 <br /> <br />8ANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />4930.00 <br />4930.00 <br />970.00 <br />2587.49 <br /> <br />4938.00 <br />4938.00 <br />1028.56 <br />1899.69 <br /> <br />4940.00 <br />4940.20 <br />1006.68 <br />241 ,. 93 <br />