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2020-06-16_PERMIT FILE - C1981035 (28)
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2020-06-16_PERMIT FILE - C1981035 (28)
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Last modified
1/8/2025 4:33:17 AM
Creation date
7/7/2020 8:29:39 AM
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Template:
DRMS Permit Index
Permit No
C1981035
IBM Index Class Name
Permit File
Doc Date
6/16/2020
Doc Name
Appendix
Section_Exhibit Name
KII Appendix 11(1) Hydrology Analysis June 1, 2020
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 17 <br /> Bottom Left Right Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Manning's n Mult.x Velocity <br /> Width (ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 1.00 2.0:1 2.0:1 10.0 0.0300 0.30 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 2.52 cfs <br /> Depth: 0.29 ft 0.59 ft <br /> Top Width: 2.18 ft 3.38 ft <br /> Velocity: 5.40 fps <br /> X-Section Area: 0.47 sq ft <br /> Hydraulic Radius: 0.202 ft <br /> Froude Number: 2.05 <br /> Structure #3(Nulls <br /> Basin BI flow to Basin B2 <br /> Structure #4(Nulls <br /> Basin B2 flows Culvert C-17A <br /> Structure #44(Erodible Channel <br /> ID-0 Flows to Culvert C-17A <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Bottom Left Right Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Manning's n Mult.x Velocity <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 2.00 2.0:1 2.0:1 10.0 0.0300 0.30 5.5 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 1.40 cfs <br /> Depth: 0.15 ft 0.45 ft <br /> Top Width: 2.60 ft 3.80 ft <br /> Velocity: 4.03 fps <br /> X-Section Area: 0.35 sq ft <br /> Hydraulic Radius: 0.130 ft <br /> Froude Number: 1.94 <br /> Structure #42 (Cu/vertu <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 04-29-2020 <br />
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