2013-10-29_PERMIT FILE - C1992080

• Permit No: C1992080
• IBM Index Class Name: Permit File
• Doc Date: 10/29/2013
• Doc Name: Carbon Junction Channel and Permanent Diversion As Built
• Section_Exhibit Name: Appendix 5-12 ‎(TR-17)‎
• Media Type: D
• Archive: No

Un -named Tributary 10yr Type 11 24 -hr Rainfall= 2.25"
Prepared by {enter your company name here} Printed 10/29/2013
HydroCAD® 8.50 s/n 003802 @2007 HydroCAD Software Solutions LLC
Summary for Reach 2R: Un -named Tributary Re -Route
Inflow Area = 31.730 ac, 0.00% Impervious, Inflow Depth > 0.39"
Inflow = 25.51 cfs @ 11.93 hrs, Volume= 1.019 of
Outflow = 24.97 cfs @ 11.94 hrs, Volume= 1.018 af, Atten= 2 %, Lag= 0.5 min
Routing by Stor- Ind +Trans method, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs
Max. Velocity= 7.78 fps, Min. Travel Time= 0.3 min
Avg. Velocity = 2.74 fps, Avg. Travel Time= 0.9 min
Peak Storage= 490 cf @ 11.93 hrs, Average Depth at Peak Storage= 0.73'
Bank -Full Depth= 3.00', Capacity at Bank -Full= 456.45 cfs
3.00' x 3.00' deep channel, n= 0.040 Earth, cobble bottom, clean sides
Side Slope Z- value= 2.0T Top Width= 15.00'
Length= 150.0' Slope= 0.11067T
Inlet Invert= 6,982.00', Outlet Invert= 6,966.00'