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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 10°A 9n1n D-1� I Q,k--h <br /> 16 <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 0.41 cfs <br /> Depth: 0.06 ft 0.36 ft <br /> Top Width: 2.13 ft 2.73 ft <br /> Velocity: 3.16 fps <br /> X-Section Area: 0.13 sq ft <br /> Hydraulic Radius: 0.060 ft <br /> Froude Number: 2.25 <br /> Structure #10 <br /> Basin C2 flows to Ditch 3 <br /> Structure #9 (Nulls <br /> Basin CI flows to Ditch 3 <br /> Structure #48(Erodible Channel <br /> Ditch 3A flows into Ditch ID-3 <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded loam to cobbles when noncolloidal <br /> Left Right Freeboard Limiting <br /> Bottom g Freeboard Freeboard 9 <br /> Sideslope Sideslope Slope(%) Manning's n Mult.x Velocity <br /> Width (ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 1.75 1.8:1 1.8:1 7.1 0.0300 0.30 5.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 2.52 cfs <br /> Depth: 0.25 ft 0.55 ft <br /> Top Width: 2.66 ft 3.74 ft <br /> Velocity: 4.52 fps <br /> X-Section Area: 0.56 sq ft <br /> Hydraulic Radius: 0.200 ft <br /> Froude Number: 1.74 <br /> Structure #11 (Erodible Channe/� <br /> Ditch ID-3 flow to Ditch ID-16 <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Filename: Disturbed Area Modified for King III Portals JR.sc4 Printed 04-29-2020 <br />
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