(Answer 25.46 N) 5. A horizontal pipe bend reduces from 300 mm bore diameter at inlet to 150 mm diameter at outlet. 100 x 103 + ½ 1000 x 42 = p 2 + 1000 x ½ 16 2 p2 = 0 kPa gauge Now find the pressure forces. Fpx1 = p1A1 = 1200 N Fpy2 = p2A2 6 2
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Southland Pipe & Supply Co; Structural Pipe Sales Distributor, Steel Casings, Piling Pipe, Welded Pipe, Bessemer Alabama, Nationwide USA Nominal Size O.D. Schedule Wall Lbs/Ft 12 Part II 12.750 60 80 100 120 140 160.562.688.844 1.000 1.125 1.312 73.15
25 ft. 30 ft. 45 ft. 50ft. 75ft. 82 ft. 90 ft. 100ft. 300 ft. 2.5 mm 3.5 mm 4 mm For Use Outdoors For Use Outdoors Yes No Texture Texture Smooth Crisscross Ultra Smooth Buffed Coarse
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Chapter 6 • Viscous Flow in Ducts 437 6.5 In flow past a body or wall, early transition to turbulence can be induced by placing a trip wire on the wall across the flow, as in Fig. P6.5. If the trip wire in Fig. P6.5 is placed where the local velocity is U, it will trigger turbulence if Ud/ν = 850,
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An 18” diameter round duct has a Duct Cross Sectional Area of 1.77 Ft² A = π x r² or A = 3.14158 x .5625 18” diameter is 1.5 feet, therefore the radius is .75 feet • r² = 0.75² = 0.5265 • π = 3.14159 A = 3.14159 x 0.5625 = 1.77 Ft² Determining Air Flow in
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For 1/2" PEX with OD of 5/8", minimum bending radius is 8 x 5/8" = 5". Over-bending the PEX pipe, deforms its’ round shape, restricts flow and over-stresses the pipe. Note: minimum bending diameter only refers to the 90-degree and 180-degree (U-shaped) bends.
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Chapter 3 • Integral Relations for a Control Volume 177 P3.4 A fire hose has a 5-inch inside diameter and is flowing at 600 gal/min. The flow exits through a nozzle contraction at a diameter Dn.For steady flow, what should Dn be, in inches, to create an exit velocity
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