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<br />I <br />I LINE <br /> 1 <br />I 2 <br />3 <br />4 <br />I 5 <br />6 <br />7 <br /> 8 <br />I 9 <br /> 10 <br />I 11 <br />12 <br />13 <br /> 14 <br />I 15 <br /> 16 <br />I 17 <br />18 <br /> 19 <br />I 20 <br />21 <br />22 <br /> 23 <br />I 24 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I '- I &"(..1 <br /> <br />.L.. 1-1....,,..... ,~- <br /> <br />BEC-1 INPUT <br /> <br />ID.......1..... ..2...... .3..... ..4...... .5...... .6.......7...... .8...... .9..... .10 <br /> <br />ID CITY OF GREELEY <br />ID PETERSON RESERVOIR <br />ID 100 YEAR FLOOD <br />ID JAllUARY 1992 <br />ID THE EJlGINEERIHG CO. JBZ <br />IT 15 150 <br />10 3 0 <br />JR PREC 1.00 <br />KK BASIN1 <br />KO 3 0 <br />KII PIIP CALCULATIOII <br />BA 2.70 <br />PB 0.01 1.14 2.26 3.94 4.22 4.44 4.80 5.50 6.0 <br />LU 0.40 0.2 5.0 <br />un 1.81 <br />KK DAII <br />KII ROUTE Fl.OIIS THROUGH DAII <br />KO 1 0 <br />RS 1 ELEV 32 <br />SV 0 56 113 172 232 293 355 <br />SQ 0 285 806 1480 2280 3186 4189 <br />SE 32 33 34 35 36 37 38 <br />SS 32 75. 3.8 1.5 <br />ZZ <br /> <br />. <br /> <br />PAGE 1 <br />