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Modelling of a Dual-Probe Heat-Pulse Soil-Moisture Sensor using COMSOL® Rakesh N. S., Rajesh S. Aouti, G. K. Ananthasuresh Department of Mechanical Engineering, Indian Institute of Science, Bangalore 1. Jorapur, Nikhil, et al. "A low-power, low-cost soil-moisture sensor using dual-probe heat- pulse technique." Sensors and Actuators A: Physical 233 (2015): 108-117. 2. Valente, A., et al. "Modeling, simulation and testing of a silicon soil moisture sensor based on the dual-probe heat-pulse method." Sensors and Actuators A: Physical 115.2-3 (2004): 434- 439. 3. COMSOL Multiphysics®, Heat Transfer module User guide, www.comsolcom(2013). References A sensor is developed using the Dual-Probe Heat-Pulse (DPHP) technique to measure moisture content in soil. The DPHP sensor has two probes, a heater element and a thermocouple, placed 3 mm apart. The heater element includes a Nichrome wire wound on a copper wire and placed inside a stainless steel tube. The heater and the thermocouple are encapsulated in a casing made of Verowhite material (ABS) using an epoxy resin (Araldite) to bind them together. These sensors were fabricated and calibration test was conducted in laboratory conditions before deploying it in the field. To quantify and verify calibration results, FEM simulations were carried out using COMSOL Multiphysics® by simulating the model of the sensor in its soil environment. Also, from experimentation it was found that there was reduction in ΔT at higher moisture content due to inappropriate placing of the heater element, thereby affecting the performance of the sensor. To optimize the design of the sensor, FEM simulations was done for different sensor designs. Introduction Methods and Materials Conclusions Material Cp (J/(kg K)) ρ (kg/m 3 ) k (W/(m K)) Nichrome 450 8400 11.3 Stainless Steel 460 8000 16.2 Copper 385 8933 401 The assembled sensor was modeled in COMSOL Multiphysics® by choosing the actual geometry of the prototype and appropriate materials as shown in Table 1. The Joule Heating interface was incorporated to simulate the supply of constant 3.3 V to the heater element for a desired time duration of 120 s, for which time-dependent study was incorporated. To model different soil conditions, soil densities and moisture content, Heat Transfer in Porous Media interface was used. For different soil densities, moisture content was varied in steps of 5% from 0 to 25% through parametric sweep. The initial temperature for all domains was set at 298 K. The maximum rise in temperature (ΔT) at a distance of 3 mm was obtained through point evaluation. The maximum rise in temperature (ΔT) is a function of volumetric heat capacity which in turn is related to volumetric moisture content. Furthermore, FEM simulations were carried out by varying the projection length of the heater element inside the sensor casing. The sensor design which results in maximum temperature rise and maximum heat flow through the soil across the moisture content is chosen for fabrication of sensor. Heat flux through the individual domains of the sensor (Soil, Verowhite, and Araldite) is evaluated by finding the surface integral of heat flux in x-direction on a normal plane created by union of sub domains across the entire model as shown in Figure 4. Results Table 1. Material properties. Figure 1. Schematic of DPHP sensor Figure 2. Model of the heater element Material Cp (J/(kg K)) ρ (kg/m 3 ) k (W/(m K)) Red Soil 800 1200 0.22 Araldite 600 1170 0.22 Vero white(ABS) 1340 1170 0.06 Figure 3. Model of the sensor in its soil environment Figure 5. 3D Temperature plot Figure 6. Plot of ΔT vs moisture Content for different soil densities Figure 7. Plot of ΔT vs moisture content for different sensor design. The design of the sensor with the entire heater element outside the epoxy resign gave higher temperature rise and higher heat flux in soil across the varying moisture content. Hence, this design was chosen for the construction of sensors fabricated. This research could serve as the design guideline for the manufacturing of DPHP soil-moisture sensors with optimal performance. Figure 4. Heat flow in different domains of the DPHP Sensor Figure 8. Plot of Heat flux vs moisture content for different sensor design. Excerpt from the Proceedings of the 2019 COMSOL Conference in Bangalore

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Modelling of a Dual-Probe Heat-Pulse Soil-Moisture Sensor using COMSOL®Rakesh N. S., Rajesh S. Aouti, G. K. Ananthasuresh

Department of Mechanical Engineering, Indian Institute of Science, Bangalore

1. Jorapur, Nikhil, et al. "A low-power, low-cost soil-moisture sensor using dual-probe heat-pulse technique." Sensors and Actuators A: Physical 233 (2015): 108-117.

2. Valente, A., et al. "Modeling, simulation and testing of a silicon soil moisture sensor based onthe dual-probe heat-pulse method." Sensors and Actuators A: Physical 115.2-3 (2004): 434-439.

3. COMSOL Multiphysics®, Heat Transfer module User guide, www.comsolcom(2013).

References

A sensor is developed using the Dual-Probe Heat-Pulse (DPHP) technique to measure moisture content in soil. The DPHP sensor has two probes, a heater element and a thermocouple, placed 3 mm apart. The heater element includes a Nichrome wire wound on a copper wire and placed inside a stainless steel tube. The heater and the thermocouple are encapsulated in a casing made of Verowhite material (ABS) using an epoxy resin (Araldite) to bind them together. These sensors were fabricated and calibration test was conducted in laboratory conditions before deploying it in the field. To quantify and verify calibration results, FEM simulations were carried out using COMSOL Multiphysics® by simulating the model of the sensor in its soil environment. Also, from experimentation it was found that there was reduction in ΔT at higher moisture content due to inappropriate placing of the heater element, thereby affecting the performance of the sensor. To optimize the design of the sensor, FEM simulations was done for different sensor designs.

Introduction

Methods and Materials

Conclusions

Material Cp (J/(kg K)) ρ (kg/m3) k (W/(m K))

Nichrome 450 8400 11.3

Stainless Steel 460 8000 16.2

Copper 385 8933 401

The assembled sensor was modeled in COMSOL Multiphysics® by choosing the actual geometry of the prototype and appropriate materials as shown in Table 1. The Joule Heating interface was incorporated to simulate the supply of constant 3.3 V to the heater element for a desired time duration of 120 s, for which time-dependent study was incorporated. To model different soil conditions, soil densities and moisture content, Heat Transfer in Porous Media interface was used. For different soil densities, moisture content was varied in steps of 5% from 0 to 25% through parametric sweep. The initial temperature for all domains was set at 298 K. The maximum rise in temperature (ΔT) at a distance of 3 mm was obtained through point evaluation. The maximum rise in temperature (ΔT) is a function of volumetric heat capacity which in turn is related to volumetric moisture content. Furthermore, FEM simulations were carried out by varying the projection length of the heater element inside the sensor casing. The sensor design which results in maximum temperature rise and maximum heat flow through the soil across the moisture content is chosen for fabrication of sensor. Heat flux through the individual domains of the sensor (Soil, Verowhite, and Araldite) is evaluated by finding the surface integral of heat flux in x-direction on a normal plane created by union of sub domains across the entire model as shown in Figure 4.

Results

Table 1. Material properties.

Figure 1. Schematic of DPHP sensor

Figure 2. Model of the heater element

Material Cp (J/(kg K)) ρ (kg/m3) k (W/(m K))

Red Soil 800 1200 0.22

Araldite 600 1170 0.22

Vero white(ABS) 1340 1170 0.06

Figure 3. Model of the sensor in its soil environment

Figure 5. 3D Temperature plot Figure 6. Plot of ΔT vs moisture

Content for different soil densities

Figure 7. Plot of ΔT vs moisture content for different sensor design.

• The design of the sensor with the entire heater element outside the epoxy resign gave higher temperature rise and higher heat flux in soil across the varying moisture content. Hence, this design was chosen for the construction of sensors fabricated.

• This research could serve as the design guideline for the manufacturing of DPHP soil-moisture sensors with optimal performance.

Figure 4. Heat flow in different domains of the DPHP Sensor

Figure 8. Plot of Heat flux vs moisture content for different sensor design.

Excerpt from the Proceedings of the 2019 COMSOL Conference in Bangalore