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Capacitive Soil Moisture Sensor: How it Works

Akuasense capacitive soil moisture sensor

A capacitive soil moisture sensor is an instrument that measures the soil’s dielectric permittivity in order to estimate its volumetric water content; the Akuasense soil moisture probes use the 100+ MHz technique. In this document, sensor refers to the capacitive measuring device and probe to the complete system (sensor, PVC tube, electronics).


Key points

  • Akuasense probes use a 100+ MHz capacitive measurement to continuously monitor soil moisture.
  • The physical quantity actually measured is the soil’s apparent dielectric permittivity, denoted εa\varepsilon_a.
  • The volumetric water content θ\theta is derived from εa\varepsilon_a using a dielectric mixing model suited to sandy soils (the CRIM model).
  • The strong permittivity contrast between air, mineral soil and free water makes the measurement highly sensitive to moisture variations.
  • In coarse-textured soils, the dielectric measurement offers high accuracy and excellent reproducibility for agronomic management.

General operating principle

The sensor is a capacitive measuring instrument operating at a frequency of 100+ MHz.
It is installed inside a PVC tube and enables soil moisture monitoring.

Measured quantity

The probe measures the apparent dielectric permittivity of the medium surrounding the tube, denoted:

εa  (dimensionless)\varepsilon_a \;\text{(dimensionless)}

from which the volumetric water content θ\theta is derived, defined as the ratio of the water volume to the total soil volume:

θ=VwaterVsoil\theta = \frac{V_{water}}{V_{soil}}

Units and symbols:

  • θ\theta: volumetric water content [m3/m3\mathrm{m^3/m^3} or %]
  • VwaterV_{water}: volume of water contained in the sample [m3\mathrm{m^3}]
  • VsoilV_{soil}: total volume of the soil sample [m3\mathrm{m^3}]

Dielectric contrast

The measurement relies on the large difference in permittivity between the soil constituents (dimensionless values):

MediumDielectric permittivity ε\varepsilon (approx.)
Airε≈1\varepsilon \approx 1
Mineral soil (sand / clay)ε≈3\varepsilon \approx 3 to 77
Free waterε≈80\varepsilon \approx 80

Consequence: a minor change in water content causes a major change in the overall permittivity.

Physical basis: why the square root of permittivity?

This section explains why the probe’s response is proportional to the square root of the permittivity, also called the refractive index.

Refractive index

For non-magnetic materials (the case of soil):

n=εn = \sqrt{\varepsilon}
  • nn: refractive index of the medium [dimensionless]
  • ε\varepsilon: relative dielectric permittivity [dimensionless]

Propagation speed

Isometric diagram: on the left, an Akuasense AKS 60 probe set in a block of soil, cut horizontally at the level of one of its sensors (section A–A). On the right, this section enlarged and seen from above: in the centre, the electronic board; against the inner wall of the PVC tube, the transmission line; around the tube, the soil and the measurement zone of the sensor. A legend numbered 01 to 05 names the soil around the tube, the PVC tube, the transmission line, the electronic board and the measurement zone.

Figure 1. Cross-section of an Akuasense capacitive probe. The sensor is installed inside a PVC tube. The electronic board sends a wave along the transmission line, which lies against the inner wall of the tube, and converts the travel time of this wave into a voltage. This travel time depends on the apparent dielectric permittivity of the soil around the tube, in the measurement zone.

Isometric diagram: on the left, an Akuasense AKS 60 probe set in a block of soil, cut horizontally at the level of one of its sensors (section A–A). On the right, this section enlarged and seen from above: in the centre, the electronic board; against the inner wall of the PVC tube, the transmission line; around the tube, the soil and the measurement zone of the sensor. A legend numbered 01 to 05 names the soil around the tube, the PVC tube, the transmission line, the electronic board and the measurement zone.

The sensor emits an electromagnetic wave along the transmission line.
The speed of this wave in the soil is:

v=cεv = \frac{c}{\sqrt{\varepsilon}}
  • vv: wave speed in the medium [m/s\mathrm{m/s}]
  • cc: speed of light in vacuum (3×108 m/s3 \times 10^8\,\mathrm{m/s})

Propagation time

For a fixed transmission line length LL, the propagation time is:

t=2⋅Lvt = \frac{2 \cdot L}{v}

Substituting vv, we obtain:

t=2⋅L⋅εct = \frac{2 \cdot L \cdot \sqrt{\varepsilon}}{c}
  • tt: wave travel time [s\mathrm{s} or ns\mathrm{ns}]
  • LL: length of the transmission line (electrode) [m\mathrm{m}]

Physical conclusion

  • LL and cc are constant.
  • The measured time is proportional to ε\sqrt{\varepsilon}.

Signal conversion chain

From raw signal (mV) to permittivity

The electronics convert the wave’s propagation time into a voltage by measuring the phase shift between a source wave and the propagated wave.

The relationship between the refractive index εa\sqrt{\varepsilon_a} and the measured signal UU is then modeled as:

εa=a⋅U+b\sqrt{\varepsilon_a} = a \cdot U + b
  • UU: probe output signal [millivolt]
  • aa: slope coefficient (sensitivity) [mV−1\mathrm{mV^{-1}}]
  • bb: offset constant [dimensionless]
    The coefficients aa and bb are determined during calibration.

Application to sandy soils

In coarse-textured soils (sands, silty sands), the interaction between water and the solid matrix is purely mechanical, which makes the dielectric measurement extremely accurate.

The mixing rule

The CRIM model (Complex Refractive Index Model) considers that the total refractive index measured by the probe εa\sqrt{\varepsilon_a} is the weighted sum of the indices of each soil component:

εa=θ⋅εwater+ρb⋅εsolid+(ϕ−θ)⋅εair\sqrt{\varepsilon_a} = \theta \cdot \sqrt{\varepsilon_{water}} + \rho_b \cdot \sqrt{\varepsilon_{solid}} + (\phi - \theta) \cdot \sqrt{\varepsilon_{air}}

Where (units and definitions):

  • θ\theta: volumetric water content [m3/m3\mathrm{m^3/m^3}]
  • εa\sqrt{\varepsilon_a}: overall measured refractive index [dimensionless]
  • εwater\sqrt{\varepsilon_{water}}: refractive index of water (≈9\approx 9)
  • εsolid\sqrt{\varepsilon_{solid}}: refractive index of quartz / sand (≈2.2\approx 2.2)
  • εair\sqrt{\varepsilon_{air}}: refractive index of air (=1=1)
  • ϕ\phi: soil porosity [m3/m3\mathrm{m^3/m^3}]
  • ρb\rho_b: volume fraction of the solid phase [m3/m3\mathrm{m^3/m^3}]

Expansion and simplification

Since the refractive index of air εair=1\sqrt{\varepsilon_{air}} = 1, the equation becomes:

εa=θ⋅εwater+ρb⋅εsolid+ϕ−θ\sqrt{\varepsilon_a} = \theta \cdot \sqrt{\varepsilon_{water}} + \rho_b \cdot \sqrt{\varepsilon_{solid}} + \phi - \theta

Isolating the water content (θ\theta)

Grouping the terms containing θ\theta on one side of the equation:

εa−ρb⋅εsolid−ϕ=θ(εwater−1)\sqrt{\varepsilon_a} - \rho_b \cdot \sqrt{\varepsilon_{solid}} - \phi = \theta (\sqrt{\varepsilon_{water}} - 1)

Final equation for the water content (θ\theta)

The equation used to directly compute the volumetric water content is therefore:

θ=εa−ρb⋅εsolid−ϕεwater−1\theta = \frac{ \sqrt{\varepsilon_a} - \rho_b \cdot \sqrt{\varepsilon_{solid}} - \phi }{ \sqrt{\varepsilon_{water}} - 1 }

FAQ: Understanding capacitive measurement

Why use a frequency of 100+ MHz for moisture measurement? Using high frequency (100+ MHz) in Akuasense probes minimizes the influence of soil salinity and texture on the measurement. At this frequency, the effect of ionic conduction losses is reduced, ensuring that the variation of the dielectric permittivity εa\varepsilon_a is mainly due to the presence of free water.

What are the advantages of the CRIM model for sandy soils? The CRIM model (Complex Refractive Index Model) is particularly effective in coarse-textured soils because it treats the soil as a simple multiphase mixture. In sand, the absence of surface electrical charges (unlike clays) allows a nearly perfect linearity between the measured refractive index εa\sqrt{\varepsilon_a} and the volumetric water content θ\theta.

Bibliographic reference

FAUCHARD C., GUILBERT V., SAGNARD F., FROUMENTIN M.,
Mesures de teneurs en eau volumique et massique sur du sable, BLPC — n°274 — janvier/février/mars 2009