16 lutego 2025 | Sewerage
Guide to flow calculations and pipe diameter selection in gravity sewerage systems according to Polish standards
Designing gravity sewerage systems requires precise hydraulic calculations that consider Polish standards (including PN-EN 12056-2) and local conditions. In this guide, we will step by step discuss the methodology for calculating sewage flow, selecting pipe diameters, and key technical parameters. The article is based on current regulations and practices used in Poland, considering design support tools such as Gravity Pipeline Calculator.
Flow in gravity pipes is calculated using Manning's formula, which combines pipe geometric parameters with flow velocity:
Where:
Pipe Material | Value |
---|---|
PVC/PE | 0.009–0.011 |
Concrete | 0.012–0.014 |
Vitrified Clay | 0.013–0.015 |
Flow capacity curves illustrate the relationship between pipe filling ratio () and the ratio of partial flow () to full flow (). The basic equation for circular sections:
Where:
The typical capacity curve resembles a maple leaf shape. Maximum flow occurs at , not at full filling, due to increased hydrodynamic resistance.
Key curve points:
Filling Ratio (h/D) | Q/Q₀ (PVC, n=0.01) | Q/Q₀ (Concrete, n=0.014) |
---|---|---|
0.2 | 0.05 | 0.04 |
0.4 | 0.25 | 0.20 |
0.6 | 0.60 | 0.55 |
0.8 | 0.95 | 0.90 |
0.93 | 1.05 | 1.00 |
Manual calculations are time-consuming and error-prone. Therefore, we recommend using tools like Gravity Pipeline Calculator, which:
Designing gravity sewerage systems requires:
For complex projects, it's worth using dedicated software, such as our calculator, which will speed up calculations and minimize the risk of errors.
Need support? Check out our tool and optimize your sewerage designs in compliance with Polish regulations!
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