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| In [[fluid dynamics]], the '''Darcy–Weisbach equation''' is a [[phenomenology (science)|phenomenological]] equation, which relates the [[head loss]] — or [[pressure]] loss — due to [[friction]] along a given length of pipe to the average velocity of the fluid flow. The equation is named after [[Henry Darcy]] and [[Julius Weisbach]].
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| The Darcy–Weisbach equation contains a [[dimension analysis|dimensionless]] friction factor, known as the '''Darcy friction factor'''. This is also called the '''Darcy–Weisbach friction factor''' or '''Moody friction factor'''. The Darcy friction factor is four times the [[Fanning friction factor]], with which it should not be confused.<ref>{{citation| title=Oilfield Processing of Petroleum. Vol. 1: Natural Gas | first1=Francis S. | last1=Manning | first2=Richard E. | last2=Thompson | publisher=PennWell Books | year=1991 | isbn=0-87814-343-2| postscript=<!--none--> }}, 420 pages. See page 293.</ref>
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| == Head form ==
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| [[Head loss]] can be calculated with
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| :<math>h_f = f_D \cdot \frac{L}{D} \cdot \frac{\bar{V}^2}{2g}</math>
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| where
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| * ''h<sub>f</sub>'' is the head loss due to friction (SI units: m);
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| * L is the length of the pipe (m);
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| * D is the [[hydraulic diameter]] of the pipe (for a pipe of circular section, this equals the internal diameter of the pipe) (m);
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| * ''V'' is the average velocity of the fluid flow, equal to the [[volumetric flow rate]] per unit cross-sectional [[hydraulic diameter|wetted area]] (m/s);
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| * ''g'' is the local acceleration due to [[Earth's_gravity#Variations_on_Earth|gravity]] (m/s<sup>2</sup>);
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| * ''f<sub>D</sub>'' is a dimensionless coefficient called the [[Darcy friction factor formulae|Darcy friction factor]].{{citation needed |date=August 2011}} It can be found from a [[Moody diagram]] or more precisely by solving the [[Modified Colebrook equation]]. Do not confuse this with the Fanning Friction factor, f.
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| == Pressure loss ==
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| Given that the [[head loss]] ''h<sub>f</sub>'' expresses the [[pressure]] loss ''Δp'' as the height of a column of fluid,
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| :<math>\Delta p = \rho \cdot g \cdot h_f</math>
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| where ρ is the density of the fluid, the Darcy–Weisbach equation can also be written in terms of pressure loss:<ref>[http://biosystems.okstate.edu/darcy/DarcyWeisbach/Darcy-WeisbachEq.htm The Darcy-Weisbach Equation] by Glenn Brown, [[Oklahoma State University]]</ref>
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| :<math>\Delta p = f_D \cdot \frac{L}{D} \cdot \frac{\rho V^2}{2}</math>
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| where the pressure loss due to friction ''Δp'' (Pa) is a function of:
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| * the ratio of the length to diameter of the pipe, ''L/D'';
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| * the density of the fluid, ''ρ'' (kg/m<sup>3</sup>);
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| * the mean velocity of the flow, ''V'' (m/s), as defined above;
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| * Darcy Friction Factor; a (dimensionless) coefficient of [[Laminar flow|laminar]], or [[turbulent flow]], ''f<sub>D</sub>''.
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| Since the pressure loss equation can be derived from the head loss equation by multiplying each side by ''ρ'' and ''g''.
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| == Darcy friction factor ==
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| :''See also [[Darcy friction factor formulae]]''
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| The friction factor ''f<sub>D</sub>'' or flow coefficient ''λ'' is not a constant and depends on the parameters of the pipe and the velocity of the fluid flow, but it is known to high accuracy within certain flow regimes. It may be evaluated for given conditions by the use of various empirical or theoretical relations, or it may be obtained from published charts. These charts are often referred to as [[Moody diagrams]], after L. F. Moody, and hence the factor itself is sometimes called the ''Moody friction factor''. It is also sometimes called the [[Paul Richard Heinrich Blasius|Blasius]] friction factor, after the approximate formula he proposed.
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| For laminar (slow) flows, it is a consequence of [[Poiseuille's law]] that ''λ'' = 64/''Re,'' where ''Re'' is the [[Reynolds number]] calculated substituting for the characteristic length the hydraulic diameter of the pipe, which equals the inside diameter for circular pipe geometries.
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| For turbulent flow, methods for finding the friction factor ''f'' include using a diagram such as the [[Moody chart]]; or solving equations such as the [[Colebrook–White equation]], or the [[Swamee–Jain equation]]. While the diagram and Colebrook–White equation are iterative methods, the Swamee–Jain equation allows ''f'' to be found directly for full flow in a circular pipe.
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| === Confusion with the Fanning friction factor ===
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| The Darcy–Weisbach friction factor, ''f''<sub>D</sub> is 4 times larger than the [[Fanning friction factor]], ''f'', so attention must be paid to note which one of these is meant in any "friction factor" chart or equation being used. Of the two, the Darcy–Weisbach factor, ''f''<sub>D</sub> is more commonly used by civil and mechanical engineers, and the Fanning factor, ''f'', by chemical engineers, but care should be taken to identify the correct factor regardless of the source of the chart or formula.
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| Note that
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| :<math>\Delta p = f_D \cdot \frac{L}{D} \cdot \frac{\rho V^2}{2} = f \cdot \frac{L}{D} \cdot {2\rho V^2}</math>
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| Most charts or tables indicate the type of friction factor, or at least provide the formula for the friction factor with laminar flow. If the formula for laminar flow is f = 16/''Re'', it's the Fanning factor, ''f'', and if the formula for laminar flow is ''f''<sub>D</sub> = 64/''Re'', it's the Darcy–Weisbach factor, ''f''<sub>D</sub>.
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| Which friction factor is plotted in a Moody diagram may be determined by inspection if the publisher did not include the formula described above:
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| #Observe the value of the friction factor for laminar flow at a Reynolds number of 1000.
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| #If the value of the friction factor is 0.064, then the Darcy friction factor is plotted in the Moody diagram. Note that the nonzero digits in 0.064 are the numerator in the formula for the laminar Darcy friction factor: ''f''<sub>D</sub> = 64/''Re''.
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| #If the value of the friction factor is 0.016, then the Fanning friction factor is plotted in the Moody diagram. Note that the nonzero digits in 0.016 are the numerator in the formula for the laminar Fanning friction factor: ''f'' = 16/''Re''.
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| The procedure above is similar for any available Reynolds number that is an integral power of ten. It is not necessary to remember the value 1000 for this procedure – only that an integral power of ten is of interest for this purpose.
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| == History ==
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| Historically this equation arose as a variant on the [[Prony equation]]; this variant was developed by [[Henry Darcy]] of France, and further refined into the form used today by [[Julius Weisbach]] of [[Saxony]] in 1845. Initially, data on the variation of ''f'' with velocity was lacking, so the Darcy–Weisbach equation was outperformed at first by the empirical Prony equation in many cases. In later years it was eschewed in many special-case situations in favor of a variety of [[empirical equation]]s valid only for certain flow regimes, notably the [[Hazen–Williams equation]] or the [[Manning equation]], most of which were significantly easier to use in calculations. However, since the advent of the [[calculator]], ease of calculation is no longer a major issue, and so the Darcy–Weisbach equation's generality has made it the preferred one.
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| == Derivation ==
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| The Darcy–Weisbach equation is a phenomenological formula obtainable by [[dimensional analysis]].
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| Away from the ends of the pipe, the characteristics of the flow are independent of the position along the pipe. The key quantities are then the pressure drop along the pipe per unit length, Δ''p''/''L'', and the volumetric flow rate. The flow rate can be converted to an average velocity ''V'' by dividing by the [[Hydraulic diameter|wetted area]] of the flow (which equals the [[Cross section (geometry)|cross-sectional]] [[area]] of the pipe if the pipe is full of fluid).
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| Pressure has dimensions of energy per unit volume. Therefore, the pressure drop between two points must be proportional to ''(1/2)ρV<sup>2</sup>'', which has the same dimensions as it resembles (see below) the expression for the kinetic energy per unit volume. We also know that pressure must be proportional to the length of the pipe between the two points ''L'' as the pressure drop per unit length is a constant. To turn the relationship into a proportionality coefficient of dimensionless quantity we can divide by the hydraulic diameter of the pipe, ''D'', which is also constant along the pipe. Therefore,
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| :<math>\Delta p \propto \frac{L}{D} \cdot \frac{1}{2}\rho V^2.</math>
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| The proportionality coefficient is the dimensionless "Darcy friction factor" or "flow coefficient". This dimensionless coefficient will be a combination of geometric factors such as ''π'', the Reynolds number and (outside the laminar regime) the relative roughness of the pipe (the ratio of the [[roughness height]] to the [[hydraulic diameter]]).
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| Note that (1/2)''ρV''<sup>2</sup> is not the kinetic energy of the fluid per unit volume, for the following reasons. Even in the case of [[laminar flow]], where all the [[Streamlines, streaklines, and pathlines|flow line]]s are parallel to the length of the pipe, the velocity of the fluid on the inner surface of the pipe is zero due to viscosity, and the velocity in the center of the pipe must therefore be larger than the average velocity obtained by dividing the volumetric flow rate by the wet area. The average kinetic energy then involves the mean-square velocity, which always exceeds the square of the mean velocity. In the case of [[turbulent flow]], the fluid acquires random velocity components in all directions, including perpendicular to the length of the pipe, and thus turbulence contributes to the kinetic energy per unit volume but not to the average lengthwise velocity of the fluid.
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| ==Practical applications==
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| In [[hydraulic engineering]] applications, it is often desirable to express the head loss in terms of volumetric flow rate in the pipe. For this, it is necessary to substitute the following into the original head loss form of the Darcy–Weisbach equation
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| :<math>V^2 = \frac{Q^2}{A_w^2}</math>
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| where
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| * ''V'' is, as above, the average velocity of the fluid flow, equal to the [[volumetric flow rate]] per unit cross-sectional [[hydraulic diameter|wetted area]] (m/s);
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| * ''Q'' is the [[volumetric flow rate]] (m<sup>3</sup>/s);
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| * ''A<sub>w</sub>'' is the cross-sectional [[hydraulic diameter|wetted area]] (m<sup>2</sup>).
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| For the general case of an arbitrarily-full pipe, the value of ''A<sub>w</sub>'' will not be immediately known, being an implicit function of pipe slope, cross-sectional shape, flow rate and other variables. If, however, the pipe is assumed to be full flowing and of circular cross-section, as is common in practical scenarios, then
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| :<math>A_w^2 = \left(\frac{\pi D^2}{4}\right)^2 = \frac{\pi^2 D^4}{16}</math>
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| where ''D'' is the [[diameter]] of the pipe
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| Substituting these results into the original formulation yields the final equation for [[head loss]] in terms of [[volumetric flow rate]] in a full-flowing circular pipe
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| :<math>h_f = \frac{8 f_D L Q^2}{g \pi^2 D^5} </math>
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| where all symbols are defined as above.
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| ==See also==
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| *[[Water pipe]]
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| *[[Hagen-Poiseuille equation]]
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| ==References==
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| {{reflist}}
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| ==Further reading==
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| * {{citation | last=De Nevers | year=1970 | title=Fluid Mechanics | publisher=Addison–Wesley | isbn=0-201-01497-1 | postscript=<!--none--> }}
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| * {{citation | last1=Shah | first1=R. K. | first2=A. L. | last2=London | year=1978 | contribution=Laminar Flow Forced Convection in Ducts | title=Supplement 1 to Advances in Heat Transfer | publisher=Academic | location=New York | postscript=<!--none--> }}
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| * {{citation | last1=Rohsenhow | first1=W. M. | first2=J. P. | last2=Hartnett | first3=E. N. | last3=Ganić | year=1985 | title=Handbook of Heat Transfer Fundamentals | edition=2nd | publisher=McGraw–Hill Book Company | isbn=0-07-053554-X | postscript=<!--none--> }}
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| ==External links==
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| * [http://biosystems.okstate.edu/darcy/DarcyWeisbach/Darcy-WeisbachHistory.htm The History of the Darcy–Weisbach Equation]
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| * [http://www.enggcyclopedia.com/welcome-to-enggcyclopedia/fluid-dynamics/line-sizing-calculator Pipe pressure drop calculator] for single phase flows.
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| * [http://www.enggcyclopedia.com/welcome-to-enggcyclopedia/fluid-dynamics/pipe-pressure-drop-calculator-phase Pipe pressure drop calculator for two phase flows.]
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| * [http://pfcalc.sourceforge.net Open source pipe pressure drop calculator.]
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| * [http://www.sizepipe.com Web application with pressure drop calculations for pipes and ducts]
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| {{DEFAULTSORT:Darcy-Weisbach Equation}}
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| [[Category:Dimensionless numbers of fluid mechanics]]
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| [[Category:Equations of fluid dynamics]]
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| [[Category:Hydraulic engineering]]
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| [[Category:Hydrogeology]]
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| [[Category:Piping]]
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