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IID MSCA system Mobilized Soil Conductivity Assessment Systems CVRCD MSCA system

Mobilized soil conductivity assessment (MSCA) systems have been used now for approximately ten years to map and monitor field-scale, spatial soil salinity conditions.  More recently, MSCA systems have been increasingly used to map and /or catagorize a wide range of physical / chemical soil properties.  This increase in the use and acceptance of such systems is directly related to the current interest in acquiring rapid, accurate precision farming related information.

Intrinsic to the design of every type of MSCA system are four basic types of system components.  These components include (1) one or more soil conductivity sensors, (2) a GPS (global positioning system) receiver, (3) hardware interfacing, and (4) some type of transport vehicle or physical platform on which the above sensors can be mounted.  Each of these components is described in more detail below.




 

Conductivity Sensors

Two types of portable instruments have been developed for measuring the apparent electrical conductivity of the soil: (1) direct contact four-electrode sensors, and (2) remote electromagnetic (EM) induction sensors.  Direct contact four-electrode sensors can take the form of either insertion probes or surface arrays; the latter being the most common configuration for mobilized applications.  Examples of such sensors include the modified Martek  SCT-10 unit (used in the George E. Brown Jr., Salinity Laboratory Mobile Wenner four-electrode system) and the sensor technology used in the Veris 3100 and 2000 XA soil conductivity systems.  Commercial examples of electromagnetic induction sensors include the Geonics EM-38 and EM-31 meters, both of which can be easily mobilized.  Four-electrode and EM type sensors each present various advantages and disadvantages with respect to mechanized survey applications.  However, in general, both types of sensors can be used to accurately map soil electrical conductivity.

 
The Geonics EM38-DD conductivity meter

 
Currently, all local LCRSAN assessment programs are using the Geonics Dual-dipole EM-38 system (shown in Figure 1 above).  The EM38-DD system includes 2 complete EM-38 units synchronized to operate simultaneously at 14.6 kHz, allowing for the simultaneous, on-the-go measurements of both vertical and horizontal dipole conductivity data.  The conductivity data can be output in real-time via a standard serial RS232 digital interface to an external device (such as a computer or GPS receiver). 
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GPS Systems

Like conductivity sensors, there are basically two types of GPS systems which can be incorporated into most MSCA platforms; (1) self-contained systems, or (2) receivers specifically designed for precision agriculture applications.  However, the difference here is not in the GPS receiver technology, but rather the interfacing.
The Trimble Pro-XRS GPS systemSelf-contained GPS systems typically include data loggers and software programs which allow the user to record, modify, and/or store GPS coordinate data independent of any other sensors or hardware interfacing.  On the other hand, receivers specifically designed for precision agriculture applications must typically be connected to (i.e., interfaced with) some type of computer or electronic controller in order to store and/or process any sort of GPS coordinate data. 

The Trimble Pathfinder Pro-XRS and Trimble Ag132 GPS systems represent examples of these two types of GPS systems.  The Pro-XRS system (shown in Figure 2) is a self contained system which can also log data from an external sensor (such as an EM-38), while the Ag132 is a system requiring external interfacing software.  Both types of systems are currently used within the local LCRSAN assessment programs. 
 

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Hardware Interfacing

Hardware interfacing considerations arise due to the need to merge the conductivity sensor and GPS coordinate data, and/or to control the timing of the data acquisition.  In most cases, the complexity of the hardware interfacing depends on the type and number of sensors which much be integrated, along with the amount of real-time data processing which must be performed.  Hence, hardware interfacing often tends to be rather system specific.  However, in simple MSCA systems (systems with only one conductivity meter) it is often possible to bypass the need for separate hardware interfacing entirely.  This can be achieved if the conductivity meter can directly output real-time sensor data through an RS-232 serial connection, because most stand alone GPS systems have the ability to "capture" and merge such digital signal data directly into the GPS coordinate data file.

Since the DDEM-38 meter outputs all conductivity readings via a single RS232 serial connection, this meter can be interfaced directly with a Trimble Pro-XRS GPS system.  In a similar manner, DDEM-38 meter can be interfaced with an on-board computer, which in turn simultaneously communicates with a GPS system (to acquire real-time location data along with the real-time conductivity data).  Both types of hardware interfacing techniques are currently used within the local LCRSAN assessment programs.
 

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Platform Designs

The final component which must be specified is the transport platform itself.  Again, there are basically two types of platforms in commercial use; motorized (i.e., self propelled) systems and platforms which must be towed by an external vehicle.  The Mobile EM sensing systems developed by the George E. Brown Jr., Salinity Laboratory and the Australian Cotton Research Institute are two examples of motorized platforms (Rhoades, 1996; Triantafilis and McBratney, 1998).  Likewise, the Mobile Wenner four-electrode system and commercially available Verris 3100 represent two examples of platforms which must be towed.  In most cases, motorized platforms tend to be more sophisticated, versatile, and more expensive to develop than towable platforms.

The local LCRSAN assessment programs currently employ both motorized and towable platforms.  Examples of two different motorized platform designs are shown below.
 

The IID MSCA Salty-DawgThe Imperial Irrigation District MSCA system is shown to the left (Figure 3).  This system uses a motorized Spray Coup tractor to carry both a side mounted hydraulic sampling rig and the DDEM-38 meter (contained within a swivle mounted PVC tail attached to the back of the rig).  An on-board computer running custom Sandia Research survey data integration software controls the acquisition of both the EM-38 and GPS survey readings.
The CVRCD MSCA Salt-SnifferThe Coachella Valley Resource Conservation District MSCA system is shown to the right (Figure 4).  This system usea a hydraulically driven Lee Spray Trac to carry both a front mounted hydraulic sampling rig and the DDEM-38 meter (carried in a rigid mounted PVC tail attached to the back of the rig).  In this MSCA system, a Trimble Pro-XRS GPS unit is used to control the acquisition of both the EM-38 and GPS survey readings.

Cited References:

Rhoades, J.D. 1996. New assessment technology for the diagnosis and control of salinity in irrigated lands. Proc. Int'l. Symp. on Develop. of Basic Technology for Sustainable Agric. Under Saline Conditions, December 12, 1996, Tottori, Japan. pp.1-9.

Triantafilis, J. and A.B. McBratney.  1998.  Development of a Mobile Electromagnetic Sensing System for soil salinity assessment in irrigated cotton fields.  Proc. 9th Australian Cotton Growers Research Association conference, August 12-14, 1998, Broadbeach, Queensland, Australia. pp 61-64.
 
 

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