Standard Double-Ring Infiltrometer Set
Inner ring diameter 30 cm, outer buffer ring diameter 60 cm, height 30 cm, welded rolled steel.
Measure the cumulative water infiltration and infiltration rate of an agricultural soil using a double-ring infiltrometer and determine Kostiakov model parameters. Explore interactive farm machinery simulation, irrigation hydraulics, and agricultural engineering telemetry.
Ready to sample with Time t = 50.0 min.
Adjust Time t, 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.
Double-ring measurements evaluate positive ponding head, whereas sprinkler and rainfall infiltration occur under zero-ponding negative pressure. Evaluated on undisturbed agricultural silt loam soil at 14% initial moisture. Cumulative infiltration data is linearized via natural logarithm transformation to extract α and c.
Inner ring diameter 30 cm, outer buffer ring diameter 60 cm, height 30 cm, welded rolled steel.
Drives rings into soil to 10 cm depth without disturbing the internal soil surface.
Maintains a constant 5.0 cm water depth in the inner ring and logs water level changes.
Measures water level elevation in the inner ring with 0.1 mm precision.
Measures initial soil water content and dry bulk density in the surrounding test plot.
Records elapsed infiltration intervals from 1.0 to 120.0 minutes.
Measure the cumulative water infiltration and infiltration rate of an agricultural soil using a double-ring infiltrometer and determine Kostiakov model parameters. Standardized parameter settings: 10.0, 30.0, 50.0, 70.0, 90.0, 120.0 min.
Select a representative, level site free of large stones and surface cracks. Place the double rings concentrically and drive them vertically into the soil to exactly 10 cm depth using the driving plate and hammer.
Place a thin burlap fabric or perforated plastic sheet inside the inner ring to prevent soil surface puddling, detachment, and slaking when pouring water.
Fill the outer ring with water first to approximately 5 cm depth to establish an outer saturated buffer zone and prevent lateral capillary spread.
Rapidly fill the inner ring to exactly 5 cm depth, remove the burlap, connect the Mariotte syphon or hook gauge, and start the master stopwatch at t = 0.
Record hook gauge water level drops at standardized elapsed intervals: 10, 30, 50, 70, 90, and 120 minutes, replenishing the water level to maintain steady head.
Transform cumulative infiltration I (mm) and elapsed time t (min) into natural logarithms, plot ln I versus ln t, and perform linear regression to evaluate α and c.
Points are your recorded observations. The solid regression line validates Infiltrometer Kostiakov Model mathematical scaling.
| # | Elapsed Infiltration Time t (min) | Cumulative Infiltration I (mm) | ln(Time t in min) | ln(Cumulative infiltration I in mm) | Remove |
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