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Roughness absolute

Absolute roughness The roughness of a pipe or duct wall, normally expressed as a dimensionless ratio of the linear measure of the internal roughness divided by the diameter. [Pg.1404]

Values of Absolute Roughness, New, Clean, Commercial Pipes [1]... [Pg.172]

Absolute roughness commercial steel pipe, Table 5.2 = 0.046 mm... [Pg.205]

Absolute roughness commercial steel pipe, table 5.2 = 0.46 mm Relative roughness, e/d = 0.046/40 = 0.001 Friction factor from Figure 5.7, / = 0.0027... [Pg.224]

For turbulent flow of a Newtonian fluid, / decreases gradually with Re, which must be the case in view of the fact that the pressure drop varies with flow rate to a power slightly lower than 2.0. It is also found with turbulent flow that the value of / depends on the relative roughness of the pipe wall. The relative roughness is equal to eld, where e is the absolute roughness and d, the internal diameter of the pipe. Values of absolute roughness for various kinds of pipes and ducts are given in Table 2.1. [Pg.73]

The changing character of the flow in the different regions of the turbulent boundary layer explains certain aspects of the friction factor chart. If the absolute roughness of the pipe wall is smaller than the thickness of the viscous sublayer, flow disturbances caused by the roughness will be damped out by viscosity. The wall is subject to a viscous shear stress. Under these conditions, the line on the friction factor chart... [Pg.92]

Note that e, commonly referred to as the absolute roughness factor, is in feet of pipe, and ranges from 0.00015 for new smooth pipe to 0.001 for rough old pipe. This factor may also be 0.01 to 0.05 for severely corroded and scaled pipe. [Pg.218]

It was learned that e is a measure of the absolute roughness of the inside of a pipe. The question naturally arises as to whether e and re may be functionally related to one another. Such a correlation may be accomplished by use of the Prandtl-Karman equation for rough pipes. Written in terms of R, recalling that for a circular pipe D = 4R,... [Pg.475]

Nitrogen at 12 MN/m2 pressure is fed through a 25 mm diameter mild steel pipe to a synthetic ammonia plant at the rate of 1.25 kg/s. What will be the pressure drop over a 30 m length of pipe for isothermal flow of the gas at 298 K Absolute roughness of the pipe surface = 0.005 mm. Kilogram molecular volume = 22.4 m3. Viscosity of nitrogen = 0.02 mN s/m2. [Pg.61]

A pump developing a pressure of 800 kN/m2 is used to pump water through a 150 mm pipe 300 m long to a reservoir 60 m higher. With the valves fully open, the flowrate obtained is 0.05 m3/s. As a result of corrosion and scaling the effective absolute roughness of the pipe surface increases by a factor of 10. By what percentage is the flowrate reduced Viscosity of water = 1 mN s/m2. [Pg.123]

Calculate the relative roughness of the pipe using an absolute roughness of 0.045 mm ... [Pg.234]

Absolute roughness commercial steel pipe. Table 5.2 = 0.046 mm Relative roughness = 0.046/(25 x 10 3) = 0.0018, round to 0.002 From friction factor chart. Figure 5.11, f = 0.0032... [Pg.250]


See other pages where Roughness absolute is mentioned: [Pg.68]    [Pg.68]    [Pg.69]    [Pg.69]    [Pg.833]    [Pg.841]    [Pg.202]    [Pg.202]    [Pg.73]    [Pg.327]    [Pg.211]    [Pg.218]    [Pg.219]    [Pg.229]    [Pg.230]    [Pg.474]    [Pg.70]    [Pg.92]    [Pg.133]    [Pg.135]    [Pg.39]    [Pg.201]    [Pg.201]    [Pg.10]    [Pg.246]    [Pg.246]    [Pg.73]    [Pg.160]    [Pg.181]    [Pg.210]   
See also in sourсe #XX -- [ Pg.1404 ]




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