15-Bar High-Pressure Ceramic Plate Extractor
Applies regulated pneumatic pressure from 10 to 1500 kPa across soil retaining rings.
Determine the soil water retention curve (pF curve) of an agricultural loam using a porous ceramic pressure plate extractor across varying matric suctions. Explore interactive farm machinery simulation, irrigation hydraulics, and agricultural engineering telemetry.
Ready to sample with ln(Suction ψ) = 2.2 ln(kPa).
Adjust ln(Suction ψ), then execute agricultural trial.
Agricultural engineering telemetry and biosystems states are evaluated rigorously using 64-bit IEEE 754 precision. Residuals reflect ordinary least-squares regression across successive observations. Continuous data structures support high-fidelity agricultural and environmental modeling.
Pressure plate extraction requires several days to reach true hydraulic equilibrium at high suctions. Evaluated using silt loam soil cores (dry bulk density 1.35 g/cm³, porosity 0.48 m³/m³) placed in a 15-bar pressure plate extractor.
Applies regulated pneumatic pressure from 10 to 1500 kPa across soil retaining rings.
Allows liquid water passage while preventing air breakthrough up to its rated bubble pressure.
Maintains constant chamber air pressure with 0.5 kPa accuracy.
Confines soil cores (5.0 cm diameter, 1.0 cm height) on the ceramic plate surface.
Dries soil samples to constant weight after pressure equilibration.
Measures soil core wet mass at each equilibrium suction stage.
Determine the soil water retention curve (pF curve) of an agricultural loam using a porous ceramic pressure plate extractor across varying matric suctions. Standardized parameter settings: 1.0, 1.6, 2.2, 2.8, 3.4, 4.0 ln(kPa).
Submerge the porous ceramic plate in de-aired water for 24 hours to ensure 100% saturation of all ceramic microscopic pores, verifying zero air entry.
Place soil sample rings onto the plate, add water to the plate surface, and allow soil cores to saturate by capillarity from the bottom for 18 hours.
Transfer the loaded plate into the pressure vessel, connect the effluent drain tube, seal the chamber lid, and apply initial pneumatic pressure P = 2.7 kPa (ln ψ = 1.0).
Maintain pressure until outflow from the drain tube ceases completely (typically 24 to 48 hours), confirming thermodynamic equilibrium between soil water and air pressure.
Quickly depressurize the chamber, extract replicate soil rings, record wet mass, and oven-dry at 105°C for 24 hours to calculate volumetric water content θ.
Repeat testing across suctions corresponding to ln ψ = 1.6, 2.2, 2.8, 3.4, and 4.0 (up to 54.6 kPa in the ceramic extractor), plotting θ versus ln ψ to evaluate λ_ret.
Points are your recorded observations. The solid regression line validates Soil Moisture Retention pF mathematical scaling.
| # | Logarithm of Matric Suction ln(ψ) (ln(kPa)) | Volumetric Water Content θ (m³/m³) | ln(Matric suction ψ in kPa) | Volumetric water content θ (m³/m³) | Remove |
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