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<br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 3.50 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HvdroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 33 <br /> <br />17 Jul 01 <br /> <br />SUB CATCHMENT 7 <br /> <br />Pond P-7 <br /> <br />PEAK= 83,54 CFS @ 12.27 HaS, VOLUME = <br /> <br />8,37 AF <br /> <br />ACRES CN <br />77,77 77 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24 -HOUR <br />RAINFALL= 3,50 IN <br />SPAN= 10-20 HaS, dt=.1 HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID. <br /> <br />Tc (minl <br />35.0 <br /> <br />5UBCATCHMENT 7 RUNOFF <br />Pond P-7 <br /> <br />88 <br />75 <br />70 <br />65 <br />68 <br />o 55 <br />4- 56 <br />u '5 <br />'8 <br />:3 ]5 <br />o 38 <br />~ 25 <br />28 <br />15 <br />'8 <br />5 <br />6", <br /> <br />AREA= 77. 77 AC <br />Te:; 35 HrN <br />eN= 77 <br /> <br />scs TR-Z8 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 3.50 IN <br /> <br />PEAK= 83.54 CFS <br />e 12.27 HRS <br />UOLUME::: 8. 37 ~F <br /> <br />~ <br /> <br />M <br /> <br />::': <br /> <br />~ <br /> <br />:" <br /> <br />':: <br /> <br />!" <br /> <br />m <br /> <br />'" <br />N <br /> <br />TIME (hour5) <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <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 /> <br />I <br />