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GENERAL53197
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Last modified
8/24/2016 8:38:50 PM
Creation date
11/23/2007 8:25:02 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981037
IBM Index Class Name
General Documents
Doc Date
11/3/1993
Doc Name
MEMO GEC WEST PIT DIVERSION DESIGN
From
DMG
To
LARRY ROUTTEN ERICA CROSBY
Permit Index Doc Type
GENERAL CORRESPONDENCE
Media Type
D
Archive
No
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TABLE 4 <br />SEOCAOr RIPRRP CHANNEL DESIGN <br />SEDCAD{ RIPAAP CHANNEL DESIGN <br />----------------------------- <br />SEDCAO+ RIPAAP CNAXXEE DESIGN <br />----------------------------- <br />Upper (Section 0) 1S feet ride Middle (Section 0) 1S feet ride Lorer (Section E) 1S feet ride <br />INPUT VALUES : INPUI YRLUES: INPUT YRLUES : <br />Shape iRAPEi010RL Shape TRRPE201DAL Shape iRRPEl0I0AL <br />Discharge 111.00 cfs Discharge 111.00 cfs Discharge 61!.00 cfs <br />Slope A.00 t Slope 1.00 t Slope 8.00 2 <br />Sideslapes (L and R) 1.OO:l 1.00:1 Sideslopes (L and R) 1.00:1 1.00:1 Sideslopes (L and R) 1.00:1 1.00:1 <br />Rottor Yidth 15.00 feet Sottoa Yidth 15.00 feel Bottor Yidth 15.00 feet <br />Freeboard 1 ft Freeboard 1 ft freeboard 1 ft <br />RESULIS: <br />RESULIS: <br />RESULIS: <br />Steep Slope Design - SironslOSN Method <br />Depth <br />rith Freeboard <br />Top Yidth <br />rith Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Radius <br />Manning's n <br />Froude Nuaber <br />Oraz <br />Dso <br />D10 <br />1.61 ft <br />1.61 ft <br />11.61 ft <br />15.61 ft <br />IS.19 fps <br />30.60 sq ft <br />1.36 ft <br />0.043 <br />2.30 <br />2.188 ft (26.25 in) <br />1.iS0 ft (11.00 in) <br />O.S83 ft (1.00 in) <br />Steep Slope Design - SiaonsJOSM Method <br />Depth <br />rith Freeboard <br />lop Yidth <br />rith Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Radius <br />Manning's n <br />Froude Nwber <br />Oraz <br />Dso <br />Dlo <br />1.16 ft <br />1.16 ft <br />11.06 ft <br />16.06 ft <br />14.19 fps <br />32.70 sq ft <br />1.13 ft <br />0.043 <br />1.10 <br />2.188 ft (t6.1S in) <br />1.150 ft (11.00 in) <br />0.583 ft (1.00 in) <br />Steep Slope Design - SironsJOSN Method <br />Depth <br />rith Freeboard <br />lop Yidth <br />rith Freeboard <br />Velocity <br />Cross Sectional Rrea <br />Hydraulic Radius <br />Manninq's n <br />Froude Nwber <br />Drax <br />Dso <br />010 <br />1.61 ft <br />1.61 ft <br />11.61 fl <br />15.61 ft <br />15.19 fps <br />30.60 sq ft <br />1.36 ft <br />0.013 <br />2.30 <br />1.188 ft (td.tS in) <br />1.150 ft (11.00 in) <br />O.S83 ft (7.00 in) <br />
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