PERMFILE117538

• Permit No: C1981010
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Approved Spillway Designs
• Section_Exhibit Name: APPENDIX Q SECTION XIX
• Media Type: D
• Archive: No

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Note: The products with (TM) are pendi::g ::.=a~emarks and the products with (R)
_ are registered trademarks.
RSSDLTS OF CAANNEL LINING DBSIGN ANALYSBS
Average flow depth = 0.842 Feet Average velocity = 8.130 ft/s
Right Side Slope
Design Max. Perm.
Design Maximum Velocity Shear Shear Shear
velocity Permian. Stability Stress Stress Stability
Materials Considered ft/6 Vel. ft/a Factor lb/sf lb/sf Factor
PYRAMAT(TM) 7.2 23.3 3.23 4.9 9.4 1.94
LANDLOK(R) TRM 1060 7.2 19.1 2.65 4.9 7.5 1.55
LANDLOK(R) TRM 1061 7.2 19.1 2.65 4.9 7.5 1.55
LAI~IDLOR(R) BCRM 450 7.2 16.8 2.33 4.9 6.5 1.35
POLYJUTR(R) 7.2 3.6 0.49 4.9 1.0 0.21
LANDSTRANA(R) 7.2 3.6 0.49 4.9 1.0 0.21
The following materials meet th® required factor of safety and have sufficient
longevity.
Velocity Shear Required
ommerided Stability Stability Functional 8xpected
ateria~.s Factor Factor Longevity, mo. Lifetime, mo.
PYRAMAT(TM) 3.23 1.94 600 Indefinite
LANDLOK(R) TRM 1060 2.65 1.55 600 Indefinite
T,pNDLOK(R} TRM 1061 2.65 1.55 600 Indefinite
LA2~IDLOK(R) BCRM 450 2.33 1.35 600 Indefinite
•
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