Sheet E2 · Experimental validation · CALIBRATED

Y-shaped HDPE system, fast closure (University of Perugia)

Source : Pan et al., Water Resources Research, 2022; measurements Zenodo 10.5281/zenodo.6984669 (CC BY 4.0)

1. The question

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?

2. The case

upstream reservoirL1 = 198 mL2 = 62 m (+ 117 m dead-end branch L3)valveoutletjunctionP2

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.

3. Data and status

DataValueStatus
Measurements at sensors P2 and P3200 HzPUBLISHED
Lengths L1, L2, L3197.8; 61.8; 116.8 mPUBLISHED
HDPE: D, thickness; Kelvin-Voigt (2 elements)93.3 mm; 8.1 mmPUBLISHED
Initial flow1.26 L/sPUBLISHED
Wave speed396 m/sCALIBRATED
Valve closure duration83 msCALIBRATED
Junction-valve local loss K82CALIBRATED
Unsteady friction k (Vardy-Brown: 0.014)0.2CALIBRATED
Reservoir level—CALIBRATED

4. Results

242628300.00.51.01.52.0time (s)head (m)CBELIER, valve P2measurement, valve P2CBELIER, dead end P3measurement, dead end P3
Head at the valve and at the dead end over the first 2 seconds: CBELIER (lines) and measurements (circles, one in four).

5. Differences

IndicatorCBELIERReferenceDifference
Maximum pressure rise ΔH, valve P27.70 m7.43 m3.7 %
RMS difference, valve P20.95 m——
Maximum pressure rise ΔH, dead end P37.85 m7.10 m10.6 %
RMS difference, dead end P30.92 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.

6. Limitations and assumptions