ASTM B88 / Underground Service Type K Copper True ID: 0.527" (13.39 mm) 860 PSI Max

1/2" Type K Copper Pipe Volume & Capacity Calculator

Standard 1/2" nominal Type K copper tubing has an ASTM B88 calibrated inside diameter of 0.527 inches, holding 0.0113 US gallons (0.14 liters per meter) per linear foot. Part of our Copper Pipe Volume Hub and universal Pipe Volume Calculator suite.

Presets:
Calculated Result

Total Liquid Capacity

Internal Holding Volume
0.2266 US gallons
≈ 0.8579 litres

Unit Conversions

US Gallons 0.2266 gal
Litres 0.8579 L
Cubic Feet (ft³) 0.0303 ft³
Cubic Inches (in³) 52.351 in³
Imperial Gallons 0.1887 UK gal
Cubic Meters (m³) 8.579e-4 m³
Filled Water Weight 1.9 lbs (0.9 kg)
Linear Capacity Rate 0.0113 gal/ft

Calculations are based on cylindrical formula \(V = \pi r^2 L\). Verify dimensions against manufacturer specs for code submittals.

Pre-Calculated Capacity Table

1/2" Type K Copper Quick Reference Sizing Chart

Instant capacity and weight lookup table for common copper pipe runs filled with potable water at 60°F.

Pipe Length (Ft) US Gallons Liters Cubic Feet (ft³) Water Weight (lbs) Dry Copper (lbs) Total Wet Weight
1 ft 0.011 gal 0.04 L 0.002 ft³ 0.1 lbs 0.3 lbs 0.4 lbs
2 ft 0.023 gal 0.09 L 0.003 ft³ 0.2 lbs 0.7 lbs 0.9 lbs
5 ft 0.056 gal 0.21 L 0.008 ft³ 0.5 lbs 1.7 lbs 2.2 lbs
10 ft 0.113 gal 0.43 L 0.015 ft³ 0.9 lbs 3.4 lbs 4.4 lbs
20 ft 0.226 gal 0.85 L 0.030 ft³ 1.9 lbs 6.9 lbs 8.8 lbs
50 ft 0.56 gal 2.1 L 0.08 ft³ 4.7 lbs 17.2 lbs 21.9 lbs
100 ft 1.13 gal 4.3 L 0.15 ft³ 9.4 lbs 34.4 lbs 43.8 lbs
250 ft 2.82 gal 10.7 L 0.38 ft³ 23.5 lbs 86.0 lbs 109.5 lbs
500 ft 5.65 gal 21.3 L 0.76 ft³ 47.0 lbs 172.0 lbs 219.0 lbs
Engineering Formula

How to Calculate 1/2" Copper Pipe Volume Manually

Step-by-step mathematical demonstration using cylinder geometric principles and ASTM B88 specifications.

Step 1

Determine the Internal Radius (r)

Nominal size is 1/2", but true inner diameter is 0.527 inches.

r = ID / 2 = 0.527 / 2 = 0.2635"
Step 2

Calculate Cross-Sectional Area (A)

Compute circular cross-section area using $A = \pi \times r^2$:

A = \pi \times (0.2635)^2 = 0.2181 sq in
Step 3

Calculate Linear Foot Volume

Multiply cross-sectional area by 12 inches (1 linear foot):

V_linear = 0.2181 \times 12 = 2.618 cu in/ft
Step 4

Convert to US Gallons & Liters

Divide cubic inches by 231 (cubic inches in 1 US Gallon):

Gallons/Ft = 2.618 / 231 = 0.0113 Gal/Ft
Technical Specifications

1/2" Type K Copper Engineering Profile

Physical dimensions, pressure thresholds, and hydraulic velocity limits.

Outside Diameter (OD)
0.625 inches
15.9 mm
Inside Diameter (ID)
0.527 inches
13.39 mm
Wall Thickness
0.049 inches
ASTM B88 Standard
Max Recommended Flow
3.4 GPM
At 5 ft/s velocity
Rated Working Pressure
860 PSI
Solder joint limit
Max Temperature Limit
400°F
204°C continuous

Common Plumbing & Heating Applications for 1/2" Type K Copper:

  • Underground underground water service lines
  • Under-slab plumbing lines
  • High pressure oil/fuel lines

Primary Use Case: Mandated by plumbing codes for direct burial underground municipal water service connections and harsh under-slab piping.

Size Navigation

Compare Other Copper Pipe Sizes

Explore adjacent diameter calculations or compare with different copper types (Type K vs Type L).

Cross-Material Comparison

Compare 1/2" Pipe in Other Materials

Compare fluid holding capacity, wall thickness, and weight against other standard piping materials for 1/2" nominal diameter:

PVC Schedule 40 (ASTM D1785) 1/2" PVC Sch 40 PEX Potable Tubing (ASTM F876) PEX CTS Tubing Flow & Velocity (5-8 ft/s) 1/2" Copper Flow Rate Domestic Hot Water Water Heater Sizing Tool
Expert FAQ Guide

1/2" Type K Copper FAQs

Frequently asked engineering and volumetric capacity questions for 1/2" copper tubing.

1 Questions Answered
Q1 Why does 1/2" Type K copper hold less water than 1/2" Type L?

Type K has a thicker wall (0.049" vs 0.040") for underground burial durability, making the inside diameter 0.527" (holding 0.0113 gal/ft) compared to Type L (0.545" ID, 0.0121 gal/ft).

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