Exfiltration .009/L/S/m2 at 1” Closed-Cell Content ASTM D6226 > 90% Water Absorption ASTM D2842 2.36 % Water Vapor Transmission @ 74 F, perm inch ASTM E96 2.5 max 1.4 perms @ 1”.95 perms @ 1.4” Dimensional Stability 28 days at 160 F, 100%RH
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2 inches = 0.17 feet 5 inches = 0.42 feet 8 inches = 0.67 feet 11 inches = 0.92 feet 3 inches = 0.25 feet 6 inches = 0.5 feet 9 inches = 0.75 feet This same principle applies when dealing in metric. If you enter your first two measurements, (for example, 5 x 4m x
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Back to top CALCULATING FLOW RATES If you are using a software program to calculate flow, you may need to input a coefficient or k-factor into the program to calculate flow-rate. Using the coefficients will give relatively accurate results. Check results against
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QUESTION 3 2006 (a) The head loss in a pipe can be expressed in the form h f = KQ 2.Two pipes having constants K 1 and K 2 are to be cons idered as a single equ ivalent pipe. Determ ine the value K 3 of this single pipe when the two are laid: i. in series ii. in
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First, we calculate the cross-section area to be (25/2)^2 · 3.1416 ~= 490.875 mm 2. We can convert this to m 2 by dividing by 1,000,000 for more convenient results, getting 0.000490875 m 2 . Using the flow rate equation above we replace the values for A and v and get Q = 0.000490875 m 2 · 10 m/s) = 0.00490875 m 3 /s.
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