| Outlet | Pipe | Nominal flow (l/s) |
|---|---|---|
| Wash basin | CW + HW | |
| Shower | CW + HW | |
| Bath | CW + HW | |
| Kitchen sink | CW + HW | |
| WC cistern | CW | |
| Washing machine | CW | |
| Dishwasher | CW | |
| Hose tap | CW |
The file is a link file: double-click it to open the project in your browser, or choose it with Open. Older .json files can still be opened. Like the project file, it contains all project data – share it only with people who may see it.
| Pipe section | Mass flow [kg/s] | Density [kg/m³] | Inner diameter [mm] | Velocity [m/s] | Re | Friction factor λ | Length (+ fittings) [m] | Δp total [kPa] | Δp per metre [Pa/m] | Size · note |
|---|---|---|---|---|---|---|---|---|---|---|
| Cold water Incoming cold water → T1 | 4.698 | 999.8 | 60 | 1.66 | 76,300 | 0.0192 | 10 (+3) | 5.73 | 441 | 64×2 |
| Cold water T1 → T2 | 4.028 | 999.8 | 60 | 1.42 | 65,400 | 0.0198 | 15 (+4.5) | 6.53 | 335 | 64×2 |
| Cold water T2 → T3 | 3.028 | 999.8 | 50 | 1.54 | 59,000 | 0.0203 | 10 (+3) | 6.26 | 482 | 54×2 |
| Cold water T3 → T4 | 1.78 | 999.8 | 39 | 1.49 | 44,500 | 0.0216 | 20 (+6) | 16 | 614 | 42×1,5 |
| Cold water T4 → Changing room | 1.78 | 999.8 | 39 | 1.49 | 44,500 | 0.0216 | 3 (+0.9) | 2.39 | 614 | 42×1,5 |
| Cold water T3 → T8 | 1.248 | 999.8 | 32 | 1.55 | 38,000 | 0.0224 | 3 (+0.9) | 3.29 | 842 | 35×1,5 |
| Cold water T8 → Flats floor 1 | 0.7417 | 999.8 | 25.6 | 1.44 | 28,200 | 0.024 | 5 (+1.5) | 6.32 | 972 | 28×1,2 |
| Cold water T8 → T10 | 1.132 | 999.8 | 32 | 1.41 | 34,500 | 0.0229 | 3 (+0.9) | 2.76 | 708 | 35×1,5 |
| Cold water T10 → Flats floor 2 | 0.7417 | 999.8 | 25.6 | 1.44 | 28,200 | 0.024 | 5 (+1.5) | 6.32 | 972 | 28×1,2 |
| Cold water T10 → T12 | 0.9784 | 999.8 | 25.6 | 1.9 | 37,300 | 0.0225 | 3 (+0.9) | 6.2 | 1,590 | 28×1,2 |
| Cold water T12 → Flats floor 3 | 0.7417 | 999.8 | 25.6 | 1.44 | 28,200 | 0.024 | 5 (+1.5) | 6.32 | 972 | 28×1,2 |
| Cold water T12 → T14 | 0.7417 | 999.8 | 25.6 | 1.44 | 28,200 | 0.024 | 3 (+0.9) | 3.79 | 972 | 28×1,2 |
| Cold water T14 → Flats floor 4 | 0.7417 | 999.8 | 25.6 | 1.44 | 28,200 | 0.024 | 5 (+1.5) | 6.32 | 972 | 28×1,2 |
| Cold water T2 → Emergency cooling (mains-water-cooled HX) | 0.9998 | 999.8 | 25.6 | 1.94 | 38,100 | 0.0224 | 3 (+0.9) | 6.44 | 1,650 | 28×1,2 |
| Cold water T1 → Laundry | 0.6699 | 999.8 | 25.6 | 1.3 | 25,500 | 0.0245 | 3 (+0.9) | 3.17 | 812 | 28×1,2 |
| Hot water Water heater → T5 | 2.85 | 985.8 | 50 | 1.47 | 144,000 | 0.0169 | 5 (+1.5) | 2.35 | 361 | 54×2 |
| Hot water T5 → T6 | 2.781 | 985.8 | 50 | 1.44 | 141,000 | 0.017 | 25 (+7.5) | 11.2 | 345 | 54×2 |
| Hot water T6 → T7 | 1.755 | 985.8 | 39 | 1.49 | 114,000 | 0.0177 | 20 (+6) | 12.9 | 498 | 42×1,5 |
| Hot water T7 → Changing room | 1.755 | 985.8 | 39 | 1.49 | 114,000 | 0.0177 | 3 (+0.9) | 1.94 | 498 | 42×1,5 |
| Hot water T6 → T9 | 1.026 | 985.8 | 32 | 1.29 | 81,100 | 0.019 | 3 (+0.9) | 1.92 | 491 | 35×1,5 |
| Hot water T9 → Flats floor 1 | 0.574 | 985.8 | 25.6 | 1.13 | 56,700 | 0.0205 | 5 (+1.5) | 3.29 | 506 | 28×1,2 |
| Hot water T9 → T11 | 0.9224 | 985.8 | 32 | 1.16 | 72,900 | 0.0194 | 3 (+0.9) | 1.58 | 405 | 35×1,5 |
| Hot water T11 → Flats floor 2 | 0.574 | 985.8 | 25.6 | 1.13 | 56,700 | 0.0205 | 5 (+1.5) | 3.29 | 506 | 28×1,2 |
| Hot water T11 → T13 | 0.7853 | 985.8 | 32 | 0.991 | 62,000 | 0.0201 | 3 (+0.9) | 1.19 | 304 | 35×1,5 |
| Hot water T13 → Flats floor 3 | 0.574 | 985.8 | 25.6 | 1.13 | 56,700 | 0.0205 | 5 (+1.5) | 3.29 | 506 | 28×1,2 |
| Hot water T13 → T15 | 0.574 | 985.8 | 25.6 | 1.13 | 56,700 | 0.0205 | 3 (+0.9) | 1.97 | 506 | 28×1,2 |
| Hot water T15 → Flats floor 4 | 0.574 | 985.8 | 25.6 | 1.13 | 56,700 | 0.0205 | 5 (+1.5) | 3.29 | 506 | 28×1,2 |
| Hot water T5 → Laundry | 0.069 | 985.8 | 10 | 0.891 | 17,400 | 0.0271 | 3 (+0.9) | 4.13 | 1,060 | 12×1 |
Δp = λ · (L + L_eq)/d · ρv²/2L_eq = L · 30 %Δp_total = Δp + Δp_compΔp_h = ρ · g · ΔhAdd up the design flow rates of all outlets the pipe serves, convert the sum into a probable (simultaneous) flow and pick the smallest size that keeps the velocity below the limit. Then check that the pressure is enough at the worst outlet: the lowest mains pressure minus water meter, backflow preventer, height and pipe friction. The calculator does this for every pipe in the flow diagram.
Calculate it in the tool above
Each outlet has a design flow rate, e.g. 0.2 l/s for a shower and 0.1 l/s for a basin; in EN 806-3 this is expressed as loading units (1 LU = 0.1 l/s). Because not all outlets run at once, the pipe is sized for the probable flow, worked out from the sum with the Swedish probability formula, DS 439 or DIN 1988-300.
Calculate it in the tool above
In changing rooms, school showers, laundries and industry everything really runs at the same time. Mark the load “all at once” and the full flow is used. Continuous flows, such as emergency cooling with a mains-water-cooled heat exchanger, are always added in full.
Calculate it in the tool above
A flow pressure of about 100 kPa at the outlet is a common requirement, more for some mixers and heat exchangers. Every metre of height costs about 10 kPa, plus the water meter, backflow preventer, filter and pipe friction. The static pressure at an outlet should not exceed 500 kPa (EN 806-2); above that a pressure reducing valve is needed.
Calculate it in the tool above
EN 806-3 is the European basis for sizing water installations. The conversion curve of its simplified loading-unit method is not in the calculator yet. Use the Swedish method, DS 439 or DIN 1988-300 (which complements EN 806 in Germany) instead; the flow rates per outlet can be changed to match your data.
Calculate it in the tool above
Usually at most 2 m/s in cold water pipes and about 1.5 m/s for hot water in copper to avoid erosion corrosion. Lower velocities may be needed in homes to keep noise down. The limits can be changed in the calculator.