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Water Properties by Temperature — Reference

Density, specific weight, dynamic and kinematic viscosity, and vapor pressure of fresh water at atmospheric pressure. These four properties feed nearly every hydraulic calculation — Reynolds number, friction loss, settling velocity, and pump NPSH.

The Four Values You Actually Look Up

PropertySI (20°C)US (60°F)Where it is used
Density ρ998.2 kg/m³1.938 slug/ft³Momentum, drag, Reynolds number
Specific weight γ9.789 kN/m³62.37 lb/ft³Hydrostatic pressure, buoyancy, uplift
Kinematic viscosity ν1.003×10−6 m²/s1.21×10−5 ft²/sReynolds number, friction factor
Vapor pressure pv2.34 kPa abs0.256 psiaCavitation, NPSH available
The engineer's shortcut. At ordinary ambient temperatures, γ = 62.4 lb/ft³ (9.81 kN/m³) and ν = 1.0×10−6 m²/s are accurate to better than 1–2% and are what most design manuals assume. Reach for the full table when you are checking cavitation, cold-weather friction loss, or a settling / thickening process — those are the three places temperature genuinely bites.

SI Units — Fresh Water, 0 to 100°C

T (°C) ρ (kg/m³) γ (kN/m³) μ (×10−3 Pa·s) ν (×10−6 m²/s) pv (kPa abs)
0999.89.8061.7811.7850.61
51000.09.8071.5181.5190.87
10999.79.8041.3071.3061.23
15999.19.7981.1391.1391.70
20998.29.7891.0021.0032.34
25997.09.7770.8900.8933.17
30995.79.7640.7980.8004.24
40992.29.7300.6530.6587.38
50988.09.6890.5470.55312.33
60983.29.6420.4660.47419.92
70977.89.5890.4040.41331.16
80971.89.5300.3540.36447.34
90965.39.4660.3150.32670.10
100958.49.3990.2820.294101.33

US Customary — Fresh Water, 32 to 212°F

T (°F) ρ (slug/ft³) γ (lb/ft³) μ (×10−5 lb·s/ft²) ν (×10−5 ft²/s) pv (psia)
321.94062.423.7321.9240.0885
401.94062.433.2281.6640.122
501.94062.412.7301.4070.178
601.93862.372.3441.2100.256
701.93662.302.0341.0510.363
801.93462.221.7910.9260.507
1001.92762.001.4230.7390.949
1201.91861.711.1640.6071.69
1401.90861.380.9740.5112.89
1601.89661.000.8320.4394.74
1801.88360.580.7210.3837.51
2001.86960.120.6340.33911.52
2121.86059.830.5890.31714.70

Relationships

γ = ρg  ·  ν = μ/ρ  ·  Re = VL/ν

Use g = 9.807 m/s² (32.17 ft/s²). Note the unit trap in US customary work: density is in slug/ft³, not lb/ft³. The familiar 62.4 lb/ft³ is specific weight γ, not density ρ. Mixing the two is the single most common error in US-unit fluid calculations — they differ by the factor g = 32.17.

Where Temperature Actually Changes the Answer

CalculationPropertySensitivity
Hydrostatic pressure, uplift, buoyancyγNegligible — under 1% across 0–30°C
Reynolds number, friction factorνStrong — ν nearly halves from 5°C to 30°C
Pump NPSH available / cavitationpvStrong — pv rises ~5× from 5°C to 30°C
Particle settling (Stokes range)μStrong — settling velocity scales as 1/μ
Cold water is not the conservative assumption. Cold water is more viscous, so it gives a lower Reynolds number and higher friction loss — conservative for pipe sizing. But warm water has a much higher vapor pressure, so it is the governing case for cavitation and NPSH. Check pump suction at the warmest expected water temperature and pipe friction at the coldest.

Sources: White, F.M., Fluid Mechanics, Table A.1 (water properties). Munson, Young & Okiishi, Fundamentals of Fluid Mechanics, Tables B.1 and B.2. Vapor pressures follow the IAPWS-IF97 / NIST steam-table formulation. Values are for fresh water at atmospheric pressure; dissolved solids, and salinity in particular, shift density and vapor pressure and warrant source-specific data.

Checking a flow regime? Open the Reynolds calculator → · Pipe friction? Darcy-Weisbach · Settling? Stokes settling card. · Want the whole set? Print all 38 cards →

Worked example: where temperature matters and where it doesn’t

Pump suction at sea level: 10 ft static lift, 2 ft suction losses, water at 40°F vs. 80°F

Find NPSH available at both temperatures
At 80°F: atmospheric head = 14.7 × 144 / 62.22 = 34.02 ft; vapor-pressure head = 0.507 × 144 / 62.22 = 1.17 ft
NPSHa = 34.02 − 10 − 2 − 1.17 = 20.85 ft
At 40°F: 33.91 − 10 − 2 − 0.28 = 21.63 ft, so warm water costs about 0.8 ft of NPSH here

Friction in 1,000 ft of 12-in lined pipe at 3 ft/s, ε = 0.0004 ft, same two temperatures

Find how much the viscosity change affects friction loss
40°F: Re = 3 × 1.0 / 1.664×10⁻⁵ = 180,000, f = 0.0186 (Swamee-Jain), hf = 2.60 ft
80°F: Re = 324,000, f = 0.0176, hf = 2.46 ft
Cold water gives 5.5% more friction loss, even though ν is 80% higher

The two examples show where the full table earns its place. Viscosity changes a lot with temperature. But in turbulent flow through a pipe with any real roughness, the friction factor depends mostly on roughness, so the change in head loss is small. Viscosity matters much more in smooth pipe at lower Reynolds numbers, in laminar flow, and in settling, where velocity scales directly with 1/μ. Vapor pressure also matters at high elevation, with hot water, or wherever the NPSH margin is already thin.

Common mistakes

When this card doesn’t apply

The tables are for pure fresh water at one atmosphere. Wastewater and stormwater are close enough for hydraulics. Sludges and slurries are not: they are non-Newtonian, and their viscosity depends on the shear rate. Water above 100°C, pressurized systems and steam need steam tables (IAPWS-IF97). Dissolved gases and suspended solids also change effective density and vapor behavior, which matters in pump suction design for treatment processes.

Related cheat sheets and tools

Kinematic viscosity from this card feeds the Reynolds number calculator and the flow-regime thresholds. Pair it with absolute roughness for Darcy-Weisbach head loss, or with the Stokes settling card for clarifier and grit-chamber design. Vapor pressure is the term you need for pump power and NPSH checks. For full network modeling, see HydroComplete.

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