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<br />Statement <br />Number <br /> <br />4020 <br /> <br />4575 <br /> <br />5020 <br /> <br />5070 <br /> <br />5227 <br /> <br />5290 <br /> <br />5470 <br /> <br />5730 <br /> <br />6070 <br /> <br />6110 <br /> <br />Exhibit 7 <br />Page 6 of 8 <br /> <br />Notes and Remarks <br /> <br />80 TRIALS NOT ENOUGH FOR CRITICAL DEPTH. This note indicates <br />a data error or program error has been detected. If no data <br />error is detected, job should be rerun, with ITRACE equal to <br />one, in order to obtain reason for failure of parabolic opti- <br />mization process. <br /> <br />CRITICAL DEPTH ASSUMED BELOW ELLC OF - EGLC = EGC - - <br />WSEL - Critical depth is being computed in a bridge <br />section and the minimum energy below the low chord is less <br />than the minimum energy above the top of the bridge. <br /> <br />SPECIAL BRIDGE. The input has specified that the bridge <br />routine to be used for this cross section is a special bridge <br />routine. <br /> <br />VARIABLE ELCHU OR ELCHD ON CARD SB NOT SPECIFIED. The eleva- <br />tions of the channel upstream and downstream of the bridge <br />are not specified on input fields and have therefore been <br />assumed equal to the previous cross sections minimum elevation. <br /> <br />DOWNSTREAM ELEV IS X, NOT Y. HYDRAULIC JUMP OCCURS DOWNSTREAM. <br />The upstream momentum is so great that the water downstream <br />of the bridge is supercritical and not subcritical. <br /> <br />UPSTREAM ELEVATION IS X NOT Y, NEW BACKWATER REQUIRED. <br />Since supercritical flow was assumed by input and since the <br />bridge obstruction drowns out the supercritical flow upstream <br />of the bridge, new backwater is required, from the bridge <br />upstream. <br /> <br />ERROR DS DEPTH WRONG SIDE CRITICAL. The calculated depth <br />in the low-flow routine was determined on the wrong side of <br />critical depth. If this error occurs, a programming error <br />has been discovered. Run with ITRACE = 1 and determine the <br />cause. <br /> <br />See note 3710. <br /> <br />LOW FLOW BY NORMAL BRIDGE. When the pier width is specified <br />as zero for the special bridge routine and when low flow controls, <br />the friction loss for the bottom and sides of the channel are <br />computed using the normal bridge routine instead of the special <br />bridge routine. <br /> <br />EGLWC OF X LESS THAN XEG OF Y. The energy gradient elevation <br />for the controlling low flow is less than the previous cross <br />section's energy gradient indicating negative losses. The <br />energy gradient elevation for the current cross section is <br />therefore assumed equal to the previous energy gradient (no <br />loss) and the run has been continued. <br />