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+015999"'019 COFISTRLh=TIOhI FROG. F-J95 T-59~ ?-0L1J OAT _~ := 11:._- <br />.I~~ <br />Note: The products with (TM) are pendi::g"~rademarks and Lhe products with (Ri <br />are registered trademarks. <br />R$SULTS OF CHANNEL LINING DESIGN ANALYSES <br />Average flow depth = 0.842 Feet Average velocity 8.130 ft/s <br />Left Side Slope <br /> <br /> <br /> <br />aterials Considered <br />Design <br />Velocity <br />ft/s <br />Maximum velocity <br />Permiss• Stability <br />Vel. ft/s Factor Design <br />Shear <br />Stress <br />lb/sf Max. Perm. <br />Shear Shear <br />Stress Stability <br />ib/sf Factor <br />PYRAMAT(TM) 7.2 23.3 3.23 4.9 9.4 1.94 <br />LANDLOK(R) TRM 1060 7.2 19.1 2.65 4.9 7.5 1.55 <br />LANDLOR(R) TRM 1061 7.2 19.1 2.65 4.9 7.S 1.55 <br />LANDLO%(R) $CRM 450 7.2 16.8 2.33 4.9 6.5 1.35 <br />POLYJUTE(R) 7.2 3.6 0.49 4.9 1.0 0.21 <br />LANDSTRAND(R) 7.2 3.6 0.49 4.9 1.0 4.21 <br />The Following materials meet the required`_actor of safety and have sufficient <br />longevity. <br /> velocity Shear Required <br />~ocmnended Stability Stability Functional Expected <br />aterials Factor Factor Longevity, mo. Lifetime, mo. <br />PYRAMAT(TM) 3.23 1.94 600 Indefinite <br />LANDLOK(R) TRM 1050 2.65 i.55 600 Snde~inite <br />LANDLOIC(R) TRM 1061 2.65 1.55 600 Indefinite <br />LANDfAK(R) SCRM 450 2.33 1.35 600 indefinite <br /> <br />From the listed acceptable products above, select the most appropriate <br />Synthetic Industries geosynthetic erosion control product thaC fits your <br />budget. Access the "Specs" menu to obtain the appropriate product data sheet. <br />10/30/95 M'e `~y ~ Results Page 1 <br />