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<br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />It <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 3.50 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HydroCAD 5.11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 30 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 4 <br /> <br />Pond P-4 <br /> <br />PEAK= 86.02 CFS @ 12.14 HRS, VOLUME= 6.89 AF <br /> <br />ACRES CN <br />57,99 79 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24 - HOUR <br />RAINFALL= 3.50 IN <br />SPAN= 10-20 HRS, dt=.l HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID, <br /> <br />Tc (min) <br />25.0 <br /> <br />SUBCATCHMENT 4 RUNOFF <br />Pond P-4 <br /> <br />85 <br />ea <br />75 <br />,. <br />65 <br />,. <br />. 55 <br />4- 5. <br />u 45 <br />4. <br />:3 30 <br />o ,. <br />~ 25 <br />2. <br />15 <br />,. <br />5 <br />8,,'; <br /> <br />AREA:: 57,99 AC <br />Te: 25 NIN <br />eN= 79 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 3.50 IN <br /> <br />PEAK= 86.82 CFS <br />e 12.14 HR5 <br />UOLUME= 6.89 Af <br /> <br />:: ~ <br /> <br />~ <br /> <br />'" <br />N <br /> <br />~ <br /> <br />M <br /> <br />:': <br /> <br />~ ~ <br /> <br />TIME (hou~~) <br />