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<br />I <br /> <br />~ <br />I <br /> <br />1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br /> <br />I <br /> <br />~ <br /> <br />I <br /> <br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 5,90 IN <br />Prepared by Short Elliott Hendrickson Inc, <br />HvdroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 3 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 2 <br /> <br />Pond P-2 <br /> <br />PEAK= 217,8 CFS @ 12.08 HRS, VOLUME= 15.21 AF <br /> <br />ACRES <br />57,59 <br /> <br />CN <br />78 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.90 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 />20.0 <br /> <br />SUBCATCHMENT 2 RUNOFF <br />Pond P-2 <br /> <br /> 288 <br /> 188 <br /> 16B <br />~ 14a <br />. <br />4- <br />" 12a <br />~ <br /> 18a <br />:3 <br />0 80 <br />--' <br />"- 68 <br /> 4. <br /> 2. <br /> .", <br /> <br />AREA= 57. 59 AC <br />Te::: 2B NUl <br />eN=: 78 <br /> <br />SC5 TR-28 METHOD <br />TYPE II 24-HOUR <br />R~INFALL= 5.98 IN <br /> <br />PEAK:; 217,8 CFS <br />e 12.88 HR5 <br />UDLUME= 15,21 AF <br /> <br />~ ~ ~ ~ ~ ~ ~ ~ <br /> <br />'" <br />N <br /> <br />TIME (hours,) <br />