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2021-04-05_PERMIT FILE - C1981019A (19)
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2021-04-05_PERMIT FILE - C1981019A (19)
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Entry Properties
Last modified
11/14/2024 8:33:34 PM
Creation date
5/17/2021 2:24:22 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
4/5/2021
Doc Name
West Taylor Pond and Channels
Section_Exhibit Name
Exhibit 07 Item 20 Part B -ST
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1°°A 9n1n D-1� I Q,k--h <br /> 22 <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 0.02 cfs 0.02 cfs <br /> Depth: 0.22 ft 0.51 ft <br /> Top Width: 0.99 ft 2.31 ft <br /> Velocity: 0.21 fps 0.04 fps <br /> X-Section Area: 0.11 sq ft 0.59 sq ft <br /> Hydraulic Radius: 0.101 ft 0.234 ft <br /> Froude Number: 0.11 0.01 <br /> Roughness 0.1901 1.8047 <br /> Coefficient: <br /> Structure #20 <br /> Null 7800' Terrace Ditch <br /> Structure #19(VeOetated Channel <br /> 7600' Terrace Ditch <br /> Triangular Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> 9 Freeboard Freeboard 9 <br /> Retardance <br /> Sideslope Sideslope Slope(%) Mult.x Velocity <br /> Ratio Ratio Classes Depth(ft) %of Depth (VxD) (fps) <br /> 1.5:1 3.0:1 1.5 D, B 2.45 7.0 <br /> Vegetated Channel Results: <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 0.03 cfs 0.03 cfs <br /> Depth: 0.24 ft 2.69 ft 0.55 ft 3.00 ft <br /> Top Width: 1.08 ft 12.11 ft 2.46 ft 13.49 ft <br /> Velocity: 0.23 fps 0.04 fps <br /> X-Section Area: 0.13 sq ft 0.67 sq ft <br /> Hydraulic Radius: 0.110 ft 0.250 ft <br /> Froude Number: 0.12 0.02 <br /> Roughness 0.1786 1.6044 <br /> Coefficient: <br /> Structure #16(Nulls <br /> Null 7600' Terrace Ditch <br /> Structure #17(Riprap Channel <br /> Filename:West Taylor Pond 10 YR-24 HR.sc4 Printed 01-05-2021 <br />
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