Source : Pan et al., Water Resources Research, 2022; measurements Zenodo 10.5281/zenodo.6984669 (CC BY 4.0)
In an HDPE network, the viscoelastic wall damps and distorts the wave. With the Kelvin-Voigt model and unsteady friction, does CBELIER reproduce the pressures measured at the valve and at the end of a dead-end branch?
A reservoir feeds a 198 m pipe to a junction. A 62 m branch ends with a quickly closed valve; another, 117 m long, is a dead end. Head is measured at the valve (P2) and at the dead end (P3), over 4 s.
| Data | Value | Status |
|---|---|---|
| Measurements at sensors P2 and P3 | 200 Hz | PUBLISHED |
| Lengths L1, L2, L3 | 197.8; 61.8; 116.8 m | PUBLISHED |
| HDPE: D, thickness; Kelvin-Voigt (2 elements) | 93.3 mm; 8.1 mm | PUBLISHED |
| Initial flow | 1.26 L/s | PUBLISHED |
| Wave speed | 396 m/s | CALIBRATED |
| Valve closure duration | 83 ms | CALIBRATED |
| Junction-valve local loss K | 82 | CALIBRATED |
| Unsteady friction k (Vardy-Brown: 0.014) | 0.2 | CALIBRATED |
| Reservoir level | — | CALIBRATED |
| Indicator | CBELIER | Reference | Difference |
|---|---|---|---|
| Maximum pressure rise ΔH, valve P2 | 7.70 m | 7.43 m | 3.7 % |
| RMS difference, valve P2 | 0.95 m | — | — |
| Maximum pressure rise ΔH, dead end P3 | 7.85 m | 7.10 m | 10.6 % |
| RMS difference, dead end P3 | 0.92 m | — | — |
With its calibrated parameters, CBELIER follows both sensors within about 1 m RMS, for ± 4 m oscillations. Without unsteady friction the difference doubles: the effect is real, but the calibrated k is 14 times the theoretical value and absorbs other effects.