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HiIIsSECU
<br />Prepared by Titan Atlantic
<br />_ ,> nn -i- nn9n9R © 1
<br />0143
<br />Type 1124 -hr Rainfal1= 5.38"
<br />Page 4
<br />Pond 1P: 400'36" underground storage
<br />11.96 hrs, Volume= 0,360 of
<br />Inflow = 7.59 cfs @ 0,359 af, Atten= 0 %, Lag= 0.3 min
<br />Outflow = 7..57 cfs @ 11,96 hrs, Volume= p 359 of
<br />Primary = 7.57 cfs @ 11,96 hrs, Volume=
<br />Routing by Stor -Ind method, Time Span= 0.00 -24.00 hrs, dt= 0.01 hrs
<br />642.97' Storage= 2,691 cf
<br />Storage and wetted areas determined by Conic sections
<br />Elevation
<br />640.00
<br />640,25
<br />640.,50
<br />640.75
<br />641.00
<br />641.25
<br />641.,50
<br />641,75
<br />642.00
<br />642..25
<br />642.50
<br />642,75
<br />643.00
<br />Surf,Area Inc,Store Cum.Store
<br />/,. iF,in_rPP.i1
<br />W et.Area
<br />> -tt
<br />0
<br />0
<br />0
<br />0
<br />55
<br />55
<br />663
<br />663
<br />194
<br />249
<br />896
<br />895
<br />241
<br />49.1
<br />1,042
<br />1,038
<br />271
<br />762
<br />1,139
<br />1,130
<br />289
<br />1,051
<br />1,199
<br />1,182
<br />298
<br />1,348
<br />1,234
<br />1,200
<br />298
<br />1,646
<br />1,270
<br />1,182
<br />289
<br />1,935
<br />1,330
<br />1,130
<br />271
<br />2,206
<br />1,426
<br />1,038
<br />241
<br />2,447
<br />1,572
<br />895
<br />194
<br />2,641
<br />1,805
<br />663
<br />55
<br />2,697
<br />2,468
<br />0
<br />Primary OutFlow (Free Discharge)
<br />t-1= Culvert
<br />T-2= Orifce /Grate
<br />3= Sharp- Crested Rectangular Weir
<br />ff Routin Invert Outlet Devices g square ed a headwall, Ke= 0,500
<br />1 Primary 640.00' 18.0" x 105.0' Ion Culvert RCP, sq 9
<br />Outlet Invert= 637.00' S= 0.0286'1' n= 0.014 Cc= 0.900
<br />2 Device 1 640,00' 5.0" Vert. OrificelGShar Crested Rectangular Weir 2 End Contraction(s)
<br />3 Device 1 642,20' 2.6' long x 0,5' high p
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