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<br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 4.15 IN <br />Prepared by Short Elliott Hendrickson Inc, <br />HvdroCAD 5,11 001264 (cl 1986-1999 Applied Microcomputer Systems <br /> <br />Page 56 <br /> <br />17 Jul 01 <br /> <br />SUBCATCllMENT 5 <br /> <br />Pond P-5 <br /> <br />PEAK= 113,9 CFS @ 12,01 HRS, VOLUME= <br /> <br />6.90 AF <br /> <br />ACRES eN <br />31.36 89 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 4,15 IN <br />SPAN= 10-20 HRS, dt=,1 HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />15,0 <br /> <br />SUBCATCHMENT 5 RUNOFF <br />Pond P-5 <br /> <br /> I1B <br /> IBa <br /> 9B <br />~ aa <br />. 70 <br />4- <br />u 68 <br />:3 50 <br />0 40 <br />-' <br />"- 30 <br /> 20 <br /> ,. <br /> 0", <br /> <br />AREA;: 31.35 Fe <br />Tc::= 15 MIN <br />eN= 89 <br /> <br />SCS TR-28 METHOD <br />TYPE I I 24-HDUR <br />RAINFAlL= 4.15 IN <br /> <br />PEAK= 113.9 CFS <br />e 12.81 HR5 <br />IJ(JLUHE= 6. 9El AF <br /> <br />~ ~ <br /> <br />:: ~ ~ <br /> <br />~ ~ <br /> <br />'" '" <br />N <br /> <br />TIME Chour:') <br /> <br />I <br /> <br />~ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br />