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1 description of measurement method, 2 the topp equation, 3 electrical conductivity – Campbell Scientific CS650 and CS655 Water Content Reflectometers User Manual

Page 33: 1 soil electrical conductivity, The water content reflectometer method for, Measuring volumetric water content, Description of measurement method, The topp equation, Electrical conductivity, Soil electrical conductivity

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CS650 and CS655 Water Content Reflectometers

7. The Water Content Reflectometer Method for

Measuring Volumetric Water Content

7.1 Description of Measurement Method

For the water content measurement, a differential emitter-coupled logic (ECL)

oscillator on the circuit board is connected to the two parallel stainless steel

rods. The differentially driven rods form an open-ended transmission line in

which the wave propagation velocity is dependent upon the dielectric

permittivity of the media surrounding the rods. An ECL oscillator state change

is triggered by the return of a reflected signal from the end of one of the rods.

The fundamental principle for CS650 water content measurement is that the

velocity of electromagnetic wave propagation along the probe rods is

dependent on the dielectric permittivity of the material surrounding the rods.

As water content increases, the propagation velocity decreases because of

increasing dielectric permittivity. Therefore, the two-way travel time of the

rod signal is dependent upon water content, hence the name water content

reflectometer. Digital circuitry scales the high-speed oscillator output to an

appropriate frequency for measurement by an onboard microprocessor.

Increases in oscillation period resulting from signal attenuation are corrected

using an electrical conductivity measurement. A calibration equation converts

period and electrical conductivity to bulk dielectric permittivity. The Topp

equation is used to convert from permittivity to volumetric water content.

7.2 The Topp Equation

The relationship between dielectric permittivity and volumetric water content

in mineral soils has been described by Topp et al. (1980) in an empirical

fashion using a 3

rd

degree polynomial. With θ

v

the volumetric water content

and K

a

the bulk dielectric permittivity of the soil, the equation presented by

Topp et al. is

θ

v

= -5.3*10

-2

+ 2.92*10

-2

K

a

– 5.5*10

-4

K

a

2

+ 4.3*10

-6

K

a

3

It has been shown in numerous research efforts that this equation works well in

most mineral soils, so a soil specific calibration of the CS650 probe is usually

not necessary. If a soil specific calibration is desired, the user can generate an

equation relating K

a

to θ

v

following the methods described in Section 8, Water

Content Reflectomer User-Calibration.

7.3 Electrical Conductivity

7.3.1 Soil Electrical Conductivity

The quality of soil water measurements which apply electromagnetic fields to

wave guides is affected by soil electrical conductivity. The propagation of

electromagnetic fields in the configuration of the CS650 is predominantly

affected by changing dielectric permittivity due to changing water content, but

it is also affected by electrical conductivity. Free ions in soil solution provide

electrical conduction paths which result in attenuation of the signal applied to

the waveguides. This attenuation both reduces the amplitude of the high-

frequency signal on the probe rods and reduces the bandwidth. The attenuation

reduces oscillation frequency at a given water content because it takes a longer

time to reach the oscillator trip threshold.

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