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� <br /> Window 0, 0 - 24, 79 <br />' , 100 year 72 hour post development i <br /> ------------'-------------------------------------------------------------------- � <br />'' RATIONAL COEFFICIENT. . . . . . . . . 0 . 74 FILE. . . . POS10072 <br /> �TIME OF CONCENTRATION, HOURS. 0 . 167 INPUT ID 926015838 <br /> TOTAL FLOW LENGTH (IF CONVEX) Optional TYPE. . . . RNF0001 <br /> HYDROGRAPH ROUTING METHOD. . . . LINEAR RUN, HRS 71 . 5 <br /> I -----------'--------------------------- DT, HRS . 0 . 5 <br /> DATA PTS 144 <br /> STORM. . . FDOT 72 <br /> ________ DURATION 72 . 0 <br /> --------�------------------ RAINFALL 14 . 5 <br /> AREA OF UPLAND SECTION, ACRES 3 . 24 EXCESS. . 10 . 725815 <br /> AREA OF iVEXT' SECTION, ACRES . . Optional ACREAGE. 3 . 24 <br /> �AREA OF NEXT SECTION, ACRES . . Optional TC, HRS. 0 . 167 <br /> AREA OF NEXT� SECTION, ACRES. . Optional TP, HRS . 58 . 5 <br /> AREA OF NEXT SECTION, ACRES. . Optional PEAK CFS 1 . 9130831 <br /> 'AREA OF NEXT SECTION, ACRES. . Optional ACFT VOL 2 . 8934068 � <br /> AREA OF NEXT SECTION, ACRES . . Optional READY. . . YES <br /> AREA OF NEXT SECTION, ACRES . . Optional ------------------ <br /> AREA OF NEXTiSECTION, ACRES . . Optional CFS TOL. 0 . 001 <br /> AREA OF NEXT; SECTION, ACRES . . Optional HRS TOL. 0 . 01 <br /> --------- I ------------------------------------------------------- <br /> � ! TITLE DATA STORM EXECUTE REVIEW PLOT DONE <br /> �--------�---�-------------------------------------------------------------------- <br /> ' i <br /> � <br /> ' <br /> � I � 1l � r_ __ r � - �"- - II' � . <br /> � � . , �!�'- �•� � ��� <br /> I I� ^ � �� �/�' l_ `�_ , I � <br /> � 7 f'� � i% <br /> , I U � � 9 <br /> � ; <br /> � � <br /> ' I <br /> ' I <br /> � <br /> L I <br /> ' I <br /> i <br /> ( <br /> ' � <br /> ' <br /> ' I <br />