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Darcy公式

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Darcy



Weisbach equation


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In


fluid dynamics


, the


Darcy



Weisbach equation


is a


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


.


The Darcy



Weisbach equation contains a


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.


[1]



Contents


[


hide


]


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?



?



?



?



?



?



?



?



?



1 Head loss form



2 Pressure loss form



3 Darcy friction factor



o



3.1 Confusion with the Fanning friction factor



4 History



5 Derivation



6 Practical applications



7 See also



8 References



9 Further reading



10 External links



[


edit


] Head loss form


Head loss


can be calculated with



where


?



?



?



?



?



?



h


f


is the head loss due to friction;


L is the length of the pipe;


D is the


hydraulic diameter


of the pipe (for a pipe of circular


section, this equals the internal diameter of the pipe);


V



is


the


average


velocity


of


the


fluid


flow,


equal


to


the


volumetric


flow rate


per unit cross- sectional


wetted area


;


g


is the local acceleration due to


gravity


;


f



is


a


dimensionless


coefficient


called


the


Darcy


friction


factor


.


It can be found from a


Moody diagram


or more precisely by solving


Colebrook equation


.


[


edit


] Pressure loss form


Given


that


the


head


loss



h


f



expresses


the


pressure



loss


Δ


p



as


the


height


of a column of fluid,



where


ρ


is the density of the fluid, the Darcy



Weisbach equation can


also be written in terms of pressure loss:



where the pressure loss due to friction


Δ


p


is a function of:


the ratio of the length to diameter of the pipe,


L/D


;


?



the density of the fluid,


ρ


;


?



the mean velocity of the flow,


V


, as defined above;


?



a (dimensionless) coefficient of


laminar


, or


turbulent flow


,


f


.


?



Since


the


pressure


loss


equation


can


be


derived


from


the


head


loss


equation


by multiplying each side by


ρ


and


g


.


[


edit


] Darcy friction factor


See also


Darcy friction factor formulae



The


friction


factor


f



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


Blasius


friction factor, after the approximate


formula he proposed.


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.


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.


[


edit


] Confusion with the Fanning friction factor


The Darcy



Weisbach friction factor is 4 times larger than the


Fanning


friction


factor


,


so


attention


must


be


paid


to


note


which


one


of


these


is


meant


in


any



factor


chart


or


equation


being


used.


Of


the


two,


the


Darcy



Weisbach


factor


is


more


commonly


used


by


civil


and


mechanical


engineers,


and


the


Fanning


factor


by


chemical


engineers,


but


care


should


be taken to identify the correct factor regardless of the source of the


chart or formula.


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, and if


the formula for laminar flow is f = 64/


Re


, it's the Darcy



Weisbach


factor.


Which


friction


factor


is


plotted


in


a


Moody


diagram


may


be


determined


by


inspection


if


the


publisher


did


not


include


the


formula


described


above:


1.



Observe the value of the friction factor for laminar flow at a


Reynolds number of 1000.


2.



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 = 64/


Re


.

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