Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System Formula

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The Darcy Friction Factor is a dimensionless parameter used to describe the resistance to fluid flow in pipes or channels. Check FAQs
f=(dpipe7)(CdsIhAvghead)0.215(((Qec3)PPA))
f - Darcy Friction Factor?dpipe - Pipe Diameter for Weir?Cds - Cost for Distribution System?I - Initial Investment?hAvghead - Average Head?Qec - Discharge for Economical Pipe?P - Hydroelectric Power?PA - Allowable Unit Stress?

Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System Example

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Here is how the Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System equation looks like with Values.

Here is how the Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System equation looks like with Units.

Here is how the Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System equation looks like.

0.4999Edit=(1.01Edit7)(1223Edit1890Edit1.51Edit)0.215(((0.16Edit3)170Edit50Edit))
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Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System Solution

Follow our step by step solution on how to calculate Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System?

FIRST Step Consider the formula
f=(dpipe7)(CdsIhAvghead)0.215(((Qec3)PPA))
Next Step Substitute values of Variables
f=(1.01m7)(122318901.51m)0.215(((0.16m³/s3)170W50N/mm²))
Next Step Convert Units
f=(1.01m7)(122318901.51m)0.215(((0.16m³/s3)170W5E+7Pa))
Next Step Prepare to Evaluate
f=(1.017)(122318901.51)0.215(((0.163)1705E+7))
Next Step Evaluate
f=0.499916523347396
LAST Step Rounding Answer
f=0.4999

Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System Formula Elements

Variables
Darcy Friction Factor
The Darcy Friction Factor is a dimensionless parameter used to describe the resistance to fluid flow in pipes or channels.
Symbol: f
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Pipe Diameter for Weir
Pipe Diameter for Weiris the diameter of the pipe in which the liquid is flowing.
Symbol: dpipe
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Cost for Distribution System
Cost for Distribution System indicates the price associated with the making of the product.
Symbol: Cds
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Initial Investment
The initial investment is the amount required to start a business or a project.
Symbol: I
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Average Head
Average Head is defined as level of water flowing in pipe at different points.
Symbol: hAvghead
Measurement: LengthUnit: m
Note: Value can be positive or negative.
Discharge for Economical Pipe
Discharge for Economical Pipe is the discharge calculated from the most Economical Pipe.
Symbol: Qec
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value can be positive or negative.
Hydroelectric Power
Hydroelectric Power is electricity generated by the flow of water through turbines, harnessing the energy of falling or flowing water.
Symbol: P
Measurement: PowerUnit: W
Note: Value should be greater than 0.
Allowable Unit Stress
Allowable Unit Stress is the maximum load or stress allowed per unit area of the column.
Symbol: PA
Measurement: PressureUnit: N/mm²
Note: Value can be positive or negative.

Other formulas in Most Economical Pipe category

​Go Most Economical Pipe Diameter for Distribution System of Water
dpipe=0.215(f(Qec3)PPACdsIhAvghead)17
​Go Average Power for Most Economical Pipe Diameter for Distribution System
P=(dpipe7)(CdsIhAvghead)0.215(((Qec3)fPA))

How to Evaluate Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System?

Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System evaluator uses Darcy Friction Factor = ((Pipe Diameter for Weir^7)*(Cost for Distribution System*Initial Investment*Average Head))/(0.215*(((Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress))) to evaluate the Darcy Friction Factor, The Darcy Weisbach friction factor for most economical pipe diameter for distribution system is an empirical 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 for an incompressible fluid. Darcy Friction Factor is denoted by f symbol.

How to evaluate Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System using this online evaluator? To use this online evaluator for Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System, enter Pipe Diameter for Weir (dpipe), Cost for Distribution System (Cds), Initial Investment (I), Average Head (hAvghead), Discharge for Economical Pipe (Qec), Hydroelectric Power (P) & Allowable Unit Stress (PA) and hit the calculate button.

FAQs on Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System

What is the formula to find Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System?
The formula of Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System is expressed as Darcy Friction Factor = ((Pipe Diameter for Weir^7)*(Cost for Distribution System*Initial Investment*Average Head))/(0.215*(((Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress))). Here is an example- 0.529012 = ((1.01^7)*(1223*1890*1.51))/(0.215*(((0.16^3)*170*50000000))).
How to calculate Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System?
With Pipe Diameter for Weir (dpipe), Cost for Distribution System (Cds), Initial Investment (I), Average Head (hAvghead), Discharge for Economical Pipe (Qec), Hydroelectric Power (P) & Allowable Unit Stress (PA) we can find Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System using the formula - Darcy Friction Factor = ((Pipe Diameter for Weir^7)*(Cost for Distribution System*Initial Investment*Average Head))/(0.215*(((Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress))).
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