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1 <br />+ SUBCRITICAL AND CRITICAL FLAW ASSUMPTIONS FROM + <br />+ SUBROUTINE BEAD. SEE FIGURE 5-1 IN TOE EXTRAN A <br />+ MANUAL FOR FURTHER INFORMATION. + <br />ffffHfrfHffffMtNNfRfftffHiNtNAYkk}1Hftlff <br />LFNGTH <br />LENGTF <br />LENGTH <br />LENGTH <br />OF <br />OF <br />OF UPSTR. OF DOWNSTR. <br />OODOIT <br />DRY <br />SOHCRITIC1 <br />CRITICAL <br />CRITICAL <br />NUMBER <br />FIAW(NIY) <br />FIAW(MIP <br />FLOW(NIM) <br />FLOW(MIN) <br />------- <br />90001 <br />---------- <br />5.50 <br />----------- <br />0.00 <br />--------- <br />0.00 <br />--------- <br />1434.50 <br />90002 <br />UNDEFINED <br />UDFBINED <br />UNDEFINED <br />UNDEFINED <br />NHIIHHNHHNAfflff if/HHNHNfffff ffAAAMANAHHNf <br />+ AVERAGE t CHANGE IM JUNCTION OR OONDUIT IS DEFINED AS: + <br />+ CONDUIT I CHANGE __> 100.0 ( Q(n+l) - Q(n) 1 1 Qlull + <br />+ JUNCTION t CHANGE __> 100.0 ( Y(n+l) - Y(n) ) / Ytull + <br />fAfffffffffArfAfffAffflfAAffNNAffNAAlflftffAAifAAfflfAfff <br />G 2-0 <br />MEAN TOTAL MAXIMUM MAXIMUM <br />FLAW AVERAGE FLAW HYDRAULIC CROSS SECT <br />(CPS) t CHANGE CUBIC FT RADIUS(FT) AREA(FT2) <br />--------- --------- --------- ---------- <br />0.83 0.1016 7.1285E+04 0.1744 0.2797 <br />0.83 7.1285E+04 <br />The Conduit with the largest average change... 90001 had 0.102 percent <br />The Junction with the largest average change... 7500 had 0.029 percent <br />2.500 I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I ---- —--- I <br />i <br />I <br />I <br />I <br />I <br />+++ I <br />I <br />+ ++ I <br />[ <br />+ rf [ <br />I <br />+ I <br />I <br />A + I <br />I <br />+ + I <br />2,000- <br />I <br />+ + I <br />I <br />+ ► I <br />I <br />+ * I <br />I <br />+ + I <br />I <br />+ + I <br />[ <br />f Yr [ <br />I <br />+ + I <br />[ <br />f N [ <br />1.500 - <br />+ + <br />I <br />+ * I <br />I <br />+ + I <br />JUNCTION I <br />+ + I <br />I <br />► rf [ <br />WATER SURF I <br />I <br />f ff I <br />ELEv(FT) I <br />f f I <br />I <br />r f I <br />I <br />+ ++ I <br />1.000 - <br />+ ++ <br />[ <br />+ r I <br />[ <br />+ * I <br />[ <br />H r+ I <br />