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Friction factor Relative roughness, pipe

Scope, 52 Basis, 52 Compressible Flow Vapors and Gases, 54 Factors of Safety for Design Basis, 56 Pipe, Fittings, and Valves, 56 Pipe, 56 Usual Industry Pipe Sizes and Classes Practice, 59 Total Line Pressure Drop, 64 Background Information, 64 Reynolds Number, R,. (Sometimes used Nr ), 67 Friction Factor, f, 68 Pipe—Relative Roughness, 68 Pressure Drop in Fittings, Valves, Connections Incompressible Fluid, 71 Common Denominator for Use of K Factors in a System of Varying Sizes of Internal Dimensions, 72 Validity of K Values,... [Pg.641]

Relative roughness, pipe, 132 Friction losses, 181 also see Chapter 2 Friction, head loss, 68 Compressible fluids, 101 Factor, 68 Vacuum lines, 131 Gas constants, R, 378 Gravity settlers, 228 Head, 180-200 Calculations, 183, 184, 185 Discharge, 180, 187 Friction, 183 Liquid, 183... [Pg.627]

For laminar flow (Re < 2000), generally found only in circuits handling heavy oils or other viscous fluids, / = 16/Re. For turbulent flow, the friction factor is dependent on the relative roughness of the pipe and on the Reynolds number. An approximation of the Fanning friction factor for turbulent flow in smooth pipes, reasonably good up to Re = 150,000, is given by / = (0.079)/(4i e ). [Pg.55]

For smooth pipe, the friction factor is a function only of the Reynolds number. In rough pipe, the relative roughness /D also affects the friction factor. Figure 6-9 plots/as a function of Re and /D. Values of for various materials are given in Table 6-1. The Fanning friction factor should not be confused with the Darcy friction fac tor used by Moody Trans. ASME, 66, 671 [1944]), which is four times greater. Using the momentum equation, the stress at the wall of the pipe may be expressed in terms of the friction factor ... [Pg.636]

Figure 3. Relative roughness of pipe materials and friction factors for complete turbulence. ... Figure 3. Relative roughness of pipe materials and friction factors for complete turbulence. ...
The following analysis enables one to calculate the diameter of a pipeline transporting any compressible fluid. The required inputs are volumetric flow rate, the specific gravity of the gas relative to air, flow conditions, compressibility factor Z where Z is defined by nZRT = PV, the pressure at the point of origin and the destination, the pipe length, and pipe constants such as effective roughness. The working equations have been obtained from the literature. Since the friction factor... [Pg.514]

The friction factor depends on the Reynolds number and duct wall relative roughness e/D, where e is the average height ol the roughness in rhe duct wall. The friction factor is shown in Fig. 9.46. For a Urge Reynolds number, the friction factor / is considered constant for rough pipe surfaces. The friction pressure loss is Ap c. ... [Pg.766]

Figure 2-11. Relative roughness factors for new clean pipe. Reprinted by permission from Pipe Friction Manual, 1954, The Hydraulic Institute. Also see Engineering Data Book, 1st Ed., 1979, The Hydraulic Institute. Data from L. F. Moody, see note Figure 2-3. Figure 2-11. Relative roughness factors for new clean pipe. Reprinted by permission from Pipe Friction Manual, 1954, The Hydraulic Institute. Also see Engineering Data Book, 1st Ed., 1979, The Hydraulic Institute. Data from L. F. Moody, see note Figure 2-3.
Now the friction factor R/pu2 is a function of the Reynolds number Re and the relative roughness e/d of the pipe surface which will normally be constant along a given pipe. The Reynolds number is given by ... [Pg.160]

A constant value of the friction factor f = 0.009 is assumed, for fully developed turbulent flow and a relative pipe roughness e = 0.01. The assumed constancy of f, however, depends upon the magnitude of the discharge Reynolds number which is checked during the program. The program also uses the data values given by Szekely and Themelis (1971), but converted to SI. [Pg.498]

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]

Equation (7-25) is implicit for Dec, because the friction factor (/) depends upon Dec through the Reynolds number and the relative roughness of the pipe. It can be solved by iteration in a straightforward manner, however, by the procedure used for the unknown diameter problem in Chapter 6. That is, first assume a value for/ (say, 0.005), calculate Z>ec from Eq. (7-25), and use this diameter to compute the Reynolds number and relative roughness then use these values to find / (from the Moody diagram or Churchill equation). If this value is not the same as the originally assumed value, used it in place of the assumed value and repeat the process until the values of / agree. [Pg.203]

Although Eq. (9-17) appears to be explicit for G, it is actually implicit because the friction factor depends on the Reynolds number, which depends on G. However, the Reynolds number under choked flow conditions is often high enough that fully turbulent flow prevails, in which case the friction factor depends only on the relative pipe roughness ... [Pg.272]

Turbulent flow of Newtonian fluids is described in terms of the Fanning friction factor, which is correlated against the Reynolds number with the relative roughness of the pipe wall as a parameter. The same approach is adopted for non-Newtonian flow but the generalized Reynolds number is used. [Pg.115]

Using the relative roughness factor and friction factor to be 0.0006 and 0.004 again. The frictional loss in the pipe is... [Pg.249]

The friction factor, f, depends on the Reynolds number and the relative roughness, e/D. Table 8.4 contains roughness factors, s, for several pipe materials. Surface roughness is very irregular and non-uniform. Thus, e for any pipe material is an average value. Figure 8.16 is a plot of the friction factor as a function of Reynolds number with the relative roughness as a parameter. [Pg.456]

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]

Obtain the friction factor from Figure 8.16 after calculating the Reynolds number and the relative roughness, e/D, for the pipe. From Table 8.4, the roughness factor for steel pipe, s =1.5x10" ft (4.57x1 O 5 m). [Pg.460]


See other pages where Friction factor Relative roughness, pipe is mentioned: [Pg.208]    [Pg.416]    [Pg.115]    [Pg.780]    [Pg.160]    [Pg.93]    [Pg.108]    [Pg.89]    [Pg.75]    [Pg.261]    [Pg.481]    [Pg.470]    [Pg.778]    [Pg.493]    [Pg.481]    [Pg.944]    [Pg.461]    [Pg.93]   
See also in sourсe #XX -- [ Pg.132 ]




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