Most Economical Pipe Diameter for Distribution System of Water Solution

STEP 0: Pre-Calculation Summary
Formula Used
Pipe Diameter for Weir = 0.215*((Darcy Friction Factor*(Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress)/(Cost for Distribution System*Initial Investment*Average Head))^(1/7)
dpipe = 0.215*((f*(Qec^3)*P*PA)/(Cds*I*hAvghead))^(1/7)
This formula uses 8 Variables
Variables Used
Pipe Diameter for Weir - (Measured in Meter) - Pipe Diameter for Weiris the diameter of the pipe in which the liquid is flowing.
Darcy Friction Factor - The Darcy Friction Factor is a dimensionless parameter used to describe the resistance to fluid flow in pipes or channels.
Discharge for Economical Pipe - (Measured in Cubic Meter per Second) - Discharge for Economical Pipe is the discharge calculated from the most Economical Pipe.
Hydroelectric Power - (Measured in Watt) - Hydroelectric Power is electricity generated by the flow of water through turbines, harnessing the energy of falling or flowing water.
Allowable Unit Stress - (Measured in Pascal) - Allowable Unit Stress is the maximum load or stress allowed per unit area of the column.
Cost for Distribution System - Cost for Distribution System indicates the price associated with the making of the product.
Initial Investment - The initial investment is the amount required to start a business or a project.
Average Head - (Measured in Meter) - Average Head is defined as level of water flowing in pipe at different points.
STEP 1: Convert Input(s) to Base Unit
Darcy Friction Factor: 0.5 --> No Conversion Required
Discharge for Economical Pipe: 0.16 Cubic Meter per Second --> 0.16 Cubic Meter per Second No Conversion Required
Hydroelectric Power: 170 Watt --> 170 Watt No Conversion Required
Allowable Unit Stress: 50 Newton per Square Millimeter --> 50000000 Pascal (Check conversion ​here)
Cost for Distribution System: 1223 --> No Conversion Required
Initial Investment: 1890 --> No Conversion Required
Average Head: 1.51 Meter --> 1.51 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
dpipe = 0.215*((f*(Qec^3)*P*PA)/(Cds*I*hAvghead))^(1/7) --> 0.215*((0.5*(0.16^3)*170*50000000)/(1223*1890*1.51))^(1/7)
Evaluating ... ...
dpipe = 0.270480603641181
STEP 3: Convert Result to Output's Unit
0.270480603641181 Meter --> No Conversion Required
FINAL ANSWER
0.270480603641181 0.270481 Meter <-- Pipe Diameter for Weir
(Calculation completed in 00.020 seconds)

Credits

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Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 1300+ more calculators!
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Verified by Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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Most Economical Pipe Calculators

Discharge for Most Economical Pipe Diameter for Distribution System
​ LaTeX ​ Go Discharge for Economical Pipe = (((Pipe Diameter for Weir^7)*(Cost for Distribution System*Initial Investment*Average Head))/(((0.215))*((Darcy Friction Factor*Hydroelectric Power*Allowable Unit Stress))))^(1/3)
Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System
​ LaTeX ​ Go 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)))
Average Power for Most Economical Pipe Diameter for Distribution System
​ LaTeX ​ Go Hydroelectric Power = ((Pipe Diameter for Weir^7)*(Cost for Distribution System*Initial Investment*Average Head))/(0.215*(((Discharge for Economical Pipe^3)*Darcy Friction Factor*Allowable Unit Stress)))
Most Economical Pipe Diameter for Distribution System of Water
​ LaTeX ​ Go Pipe Diameter for Weir = 0.215*((Darcy Friction Factor*(Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress)/(Cost for Distribution System*Initial Investment*Average Head))^(1/7)

Most Economical Pipe Diameter for Distribution System of Water Formula

​LaTeX ​Go
Pipe Diameter for Weir = 0.215*((Darcy Friction Factor*(Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress)/(Cost for Distribution System*Initial Investment*Average Head))^(1/7)
dpipe = 0.215*((f*(Qec^3)*P*PA)/(Cds*I*hAvghead))^(1/7)

What is Economical Section of Pipe ?

A most economical section, the discharge slope of bed and resistance co-efficient is maximum, but in case of circular channels, the area of flow cannot be maintained constant, with change of flow in circular channels of any radios, the wetted area and wetted perimeter changes.

How to Calculate Most Economical Pipe Diameter for Distribution System of Water?

Most Economical Pipe Diameter for Distribution System of Water calculator uses Pipe Diameter for Weir = 0.215*((Darcy Friction Factor*(Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress)/(Cost for Distribution System*Initial Investment*Average Head))^(1/7) to calculate the Pipe Diameter for Weir, The Most economical pipe diameter for distribution system of water is defined as diameter of pipe which allows maximum discharge with minimum area and cost. Pipe Diameter for Weir is denoted by dpipe symbol.

How to calculate Most Economical Pipe Diameter for Distribution System of Water using this online calculator? To use this online calculator for Most Economical Pipe Diameter for Distribution System of Water, enter Darcy Friction Factor (f), Discharge for Economical Pipe (Qec), Hydroelectric Power (P), Allowable Unit Stress (PA), Cost for Distribution System (Cds), Initial Investment (I) & Average Head (hAvghead) and hit the calculate button. Here is how the Most Economical Pipe Diameter for Distribution System of Water calculation can be explained with given input values -> 0.268304 = 0.215*((0.5*(0.16^3)*170*50000000)/(1223*1890*1.51))^(1/7).

FAQ

What is Most Economical Pipe Diameter for Distribution System of Water?
The Most economical pipe diameter for distribution system of water is defined as diameter of pipe which allows maximum discharge with minimum area and cost and is represented as dpipe = 0.215*((f*(Qec^3)*P*PA)/(Cds*I*hAvghead))^(1/7) or Pipe Diameter for Weir = 0.215*((Darcy Friction Factor*(Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress)/(Cost for Distribution System*Initial Investment*Average Head))^(1/7). The Darcy Friction Factor is a dimensionless parameter used to describe the resistance to fluid flow in pipes or channels, Discharge for Economical Pipe is the discharge calculated from the most Economical Pipe, Hydroelectric Power is electricity generated by the flow of water through turbines, harnessing the energy of falling or flowing water, Allowable Unit Stress is the maximum load or stress allowed per unit area of the column, Cost for Distribution System indicates the price associated with the making of the product, The initial investment is the amount required to start a business or a project & Average Head is defined as level of water flowing in pipe at different points.
How to calculate Most Economical Pipe Diameter for Distribution System of Water?
The Most economical pipe diameter for distribution system of water is defined as diameter of pipe which allows maximum discharge with minimum area and cost is calculated using Pipe Diameter for Weir = 0.215*((Darcy Friction Factor*(Discharge for Economical Pipe^3)*Hydroelectric Power*Allowable Unit Stress)/(Cost for Distribution System*Initial Investment*Average Head))^(1/7). To calculate Most Economical Pipe Diameter for Distribution System of Water, you need Darcy Friction Factor (f), Discharge for Economical Pipe (Qec), Hydroelectric Power (P), Allowable Unit Stress (PA), Cost for Distribution System (Cds), Initial Investment (I) & Average Head (hAvghead). With our tool, you need to enter the respective value for Darcy Friction Factor, Discharge for Economical Pipe, Hydroelectric Power, Allowable Unit Stress, Cost for Distribution System, Initial Investment & Average Head and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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