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How to Calculate Friction Loss in Pipe: Step-by-Step Guide

By The Calcumatix Team Reviewed by Calcumatix Editorial Review 4 min read

Quick Answer

The Hazen-Williams head loss formula is: h = 0.2083 × (100 ÷ C)^1.852 × (q^1.852 ÷ d^4.8655), where q is flow rate in GPM, d is the actual internal pipe diameter in inches, and C is the Hazen-Williams roughness coefficient. For 50 GPM through a 2-inch PVC pipe (C = 150) over 200 feet, head loss is approximately 8.05 feet. Use the actual internal diameter, not the nominal pipe size.

Friction loss in a pipe is the pressure drop that occurs as water flows through it, caused by the fluid’s friction against the pipe wall. The Hazen-Williams equation is the standard empirical formula used for water distribution systems in imperial units. It takes flow rate (GPM), internal pipe diameter (inches), and a pipe-material roughness coefficient (C) as inputs and returns head loss in feet of water per 100 feet of pipe. Multiply that rate by the actual pipe length to get total head loss.

How Do You Calculate Pipe Friction Loss Step by Step?

The full calculation runs in four steps: choose the C-coefficient for your pipe material, apply the Hazen-Williams formula to find head loss per 100 feet, scale to the actual pipe length, and compare to the available head in the system.

  1. Identify the pipe material and find its Hazen-Williams C-coefficient.
  2. Measure or confirm the actual internal pipe diameter from specification sheets.
  3. Apply the Hazen-Williams formula to find head loss per 100 feet, then scale by actual pipe length.

Pipe Roughness C-Coefficient Reference

The C-coefficient represents the smoothness of the pipe interior. Higher values mean smoother pipes and lower friction loss.

Pipe MaterialTypical C Value
PVC / Plastic140 to 150
Copper130 to 140
New Steel140
Cast Iron (unlined, older)80 to 100
Ductile Iron (cement-lined)140

Hazen-Williams Formula

The formula gives head loss per 100 feet of pipe:

h₁₀₀ = 0.2083 × (100 ÷ C)^1.852 × (q^1.852 ÷ d^4.8655)

Where:

  • h₁₀₀: head loss in feet of water per 100 feet of pipe
  • q: flow rate in gallons per minute (GPM)
  • d: actual internal pipe diameter in inches
  • C: Hazen-Williams roughness coefficient

Total head loss (ft) = h₁₀₀ × (actual pipe length ÷ 100)

Hazen-Williams Worked Example: Full Calculation

Inputs: 50 GPM through a nominal 2-inch Schedule 40 PVC pipe (actual internal diameter = 2.067 inches, C = 150) over a 200-foot run.

Step 1: Calculate (100 ÷ C)^1.852 100 ÷ 150 = 0.6667 0.6667^1.852 = 0.4719 (rounded to four decimal places)

Step 2: Calculate q^1.852 50^1.852 = 1,401.2 (rounded to one decimal place)

Step 3: Calculate d^4.8655 2.067^4.8655 = 34.22 (rounded to two decimal places)

Step 4: Assemble the formula h₁₀₀ = 0.2083 × 0.4719 × (1,401.2 ÷ 34.22) h₁₀₀ = 0.2083 × 0.4719 × 40.94 h₁₀₀ = 0.2083 × 19.32 h₁₀₀ = 4.03 ft per 100 ft (rounded to two decimal places)

Step 5: Scale to 200 feet Total head loss = 4.03 × (200 ÷ 100) = 4.03 × 2 = 8.05 ft (rounded to two decimal places)

Result: Friction head loss over 200 feet is 8.05 feet of water. A pump supplying this run must have at least 8.05 feet of additional head capacity to maintain the 50 GPM flow rate at the outlet.

Use the friction loss calculator to quickly determine head loss for any pipe size and flow rate.

What Is the Hazen-Williams C-Coefficient?

The C-coefficient is a single-value measure of pipe wall smoothness calibrated through field and laboratory observation of water pipelines. It is specific to water and does not account for fluid viscosity or temperature changes beyond a narrow range. The coefficient decreases as pipe walls become rougher due to corrosion, scaling, or age. A cast iron main that started at C = 130 when new may reach C = 80 to 100 after decades of service. For design calculations, engineers typically use a derated C value to account for future degradation rather than the as-new figure.

The formula is not accurate for fluids other than water, for pipe velocities above 3 m/s (approximately 10 ft/s), or for very small pipe diameters below 50 mm (2 inches). For those situations, the Darcy-Weisbach equation with a friction factor from the Moody chart is the appropriate method because it accounts for fluid viscosity and flow regime (laminar versus turbulent).

What Is the Difference Between Head Loss and Pressure Drop?

Head loss and pressure drop both describe friction resistance in a pipe, but they use different units. Head loss is in feet (or metres) of water column, a unit of energy per unit weight of fluid. Pressure drop is in pounds per square inch (PSI) or pascals. The conversion is: pressure drop (PSI) = head loss (ft) × 0.4335. For the worked example above, 8.05 ft of head loss converts to 8.05 × 0.4335 = 3.49 PSI (rounded to two decimal places). Use head loss when working with pump curves, which are typically plotted in feet of head. Use PSI when reading pressure gauge readings or specifying fittings.

Sources

Calculate flow rate with the GPM calculator or see all tools in the engineering calculators hub.

Frequently asked questions

Why Must I Use the Actual Internal Diameter, Not the Nominal Size?

The Hazen-Williams formula raises the diameter to the power of 4.8655. A small error in diameter causes a large error in head loss. For example, a nominal 2-inch pipe has an actual internal diameter of 2.067 inches in Schedule 40 but 1.939 inches in Schedule 80. Using 2.0 instead of 2.067 would overstate the head loss by more than 10 percent. Always obtain the actual internal diameter from the pipe manufacturer’s specification sheet.

What Is the Hazen-Williams Formula Used For?

The Hazen-Williams formula is used to estimate friction head loss in water distribution, fire protection, and irrigation systems when working in imperial units. It is accurate for turbulent flow of cold water through new or specified-condition pipes with velocities below 10 ft/s. It is not accurate for steam, oil, viscous fluids, or very high-velocity flows. For those applications, use the Darcy-Weisbach equation with a Moody chart friction factor.

How Does Pipe Length Affect Friction Loss?

Friction loss is proportional to pipe length. Doubling the pipe length doubles the total head loss at the same flow rate and diameter. That is why h₁₀₀ (head loss per 100 feet) is scaled by actual length in Step 4 of the calculation. Long pipe runs require either larger pipe diameters, higher-head pumps, or both to maintain the required flow at the outlet.

Can the Friction Loss Calculator Handle Fittings and Valves?

Standard friction loss calculators, including the Friction Loss Calculator, calculate straight-pipe head loss only. Fittings and valves add resistance typically expressed as equivalent pipe length. A gate valve fully open might add 1 to 2 feet of equivalent pipe length; an elbow might add 3 to 5 feet depending on diameter. Add the total equivalent length of all fittings to the actual straight pipe length before calculating.

What C-Coefficient Should I Use for an Unknown Pipe?

If the pipe material is unknown, a conservative value of C = 100 gives a higher (safer) head loss estimate appropriate for older metal systems or unknown service history. For modern plastic or copper water service, C = 140 is a reasonable default. Never use the maximum published C value for an old or unknown pipe: underestimating friction loss leads to undersized pumps that fail to deliver the required flow.