Source : USBR, Hydraulic Laboratory Report HYD-324, "Surging in the Coachella irrigation distribution system — causes and control", Denver, 1952, fig. 37
A low-pressure network broken by baffled wells resonates when excited at its natural period. Does CBELIER reproduce the measured resonance curves, with one or two covered wells?
Small-scale rig: three vertical wells joined by 8 in, 125 ft steel pipes. A mechanism imposes an inflow oscillation of chosen period; the flow amplitude is measured at the entrance of the wells. Three arrangements: no covered well (A), well 1 covered (B), wells 1 and 2 covered (C). The cover traps air that stiffens the well.
| Data | Value | Status |
|---|---|---|
| Wells: area; pipes: D, L | 0.101 m²; 203 mm; 38.1 m | PUBLISHED |
| Baffle and pipe elevations, air volumes under the covers | report | PUBLISHED |
| Mean flow | 7.08 L/s | PUBLISHED |
| Imposed flow amplitude (asymptote of fig. 37 A) | 1.42 L/s | DERIVED |
| Baffle discharge coefficient; roughness | 0.40; 0.045 mm | ASSUMED |
| Supply tank: active volume Vs | 0.0195 m³ | CALIBRATED |
| Cover passage loss Kcouv | 30 | CALIBRATED |
| Measured resonance curves (fig. 37, ± 0.02 cfs) | 3 panels | READ FROM FIGURE |
| Indicator | CBELIER | Reference | Difference |
|---|---|---|---|
| A: RMS difference, uncalibrated | 1.35 L/s | — | 12 % of peak |
| A: RMS difference, calibrated tank | 0.65 L/s | — | 6 % of peak |
| B: RMS difference, uncalibrated | 1.10 L/s | — | 31 % of peak |
| B: RMS difference, calibrated tank | 0.29 L/s | — | 8 % of peak |
| C: RMS difference, uncalibrated | 1.40 L/s | — | 47 % of peak |
| C: RMS difference, calibrated tank | 0.46 L/s | — | 16 % of peak |
Without calibration, CBELIER departs strongly as soon as a well is covered (31 to 47 % of the peak). Modelling the supply tank, with two calibrated parameters, brings the difference down to 6 to 16 % of the peak. The case is published as a calibrated case, with the uncalibrated result alongside.