| Water the system grows by | –gal |
|---|---|
| Pressure at the tank, cold (precharge) | –psig |
| Pressure at the tank, hot (limit) | –psig |
| Acceptance factor | – |
| Required tank volume | –gal |
| Water in the tank when hot | –of the tank |
Same building, same water, same relief valve. Only the tank moves. The pressures at the top and bottom of the system do not change, so the tank's height only changes the pressures its own air works between.
How it is sized. ASHRAE's closed-tank equations: the expanded volume is Vs[(v2/v1 − 1) − 3αΔt], where v is the specific volume of water at the fill and maximum temperatures and 3αΔt is the piping growing with it (α = 6.5×10⁻⁶/°F steel, 9.5×10⁻⁶/°F copper). A diaphragm tank divides that by 1 − P₁/P₂; a plain steel tank, whose air starts at atmospheric pressure, divides it by Pa/P₁ − Pa/P₂. All pressures in those ratios are absolute.
Assumptions in this figure. Elevations are measured from the lowest piping. The boiler and its relief valve sit in the boiler room at the elevation you choose. P₁ at the tank is the minimum pressure at the highest point plus the static head between the tank and that point. P₂ at the tank is 90% of the relief setting, so the valve does not weep, corrected for the static head between the relief valve and the tank. Static head is 0.433 psi/ft (cold water). Water properties are from IAPWS-IF97. Water only: glycol expands more and needs its own density data. Precharge the diaphragm tank to P₁ at its own elevation before filling.
A teaching model, not a selection. Manufacturers list both total and acceptance volume; the acceptance volume has to cover the expansion. Check the tank, relief valve, and equipment ratings against the actual design.