• Portable

    Lightweight, robust and portable

  • Cost-effective

    Cost-effective monitoring of multiple coaxial cables with one device

  • Accessible

    Monitoring at remote or inaccessible locations

  • Configurable

    Field-configurable for Cable Channel, Cable Length, and Cable Velocity (Vp)

  • Integrated

    Upload readings directly to your MLSuite database

  • Durable

    12V 7AHr sealed lead-acid battery (~ 20 hours)

LIGHTWEIGHT, PORTABLE, AND POWERFUL

The Canary Systems MLTDR-P is a portable datalogger designed for semi-automated monitoring of any number of coaxial cables embedded in slopes or boreholes for deformation monitoring.

The MLTDR-P is field-configurable for Cable Channel, Cable Length and Cable Velocity (Vp).

A 7 AHr lead-acid battery provides power, recharging is accomplished via the power port on the side of the reader and a supplied charging cable. Communications are provided via RS232 interface through the supplied cable. There is an optional Bluetooth interface available, on request.

THEORY OF OPERATION

Time Domain Reflectrometry (TDR) is increasingly being used in geotechnical applications for deformation monitoring in soils and concrete. It provides accurate location information for faults and can provide indication of the static or dynamic nature of the faults. It is typically used to monitor slope movement of embankments including highway cuts, rail beds, bridge abutments and open pit mines.

TDR technology was originally developed by the telecommunications industry as a method for detecting faults, or breaks, in cables. The principle is similar to radar, where a signal is broadcast and distant objects cause a portion of the signal to be reflected back towards the generator. By measuring the time between transmission and reception, and knowing the speed at which the signal is traveling, accurate determinations of the distance can be calculated.TDR shear zone diagram

In TDR applications the signal is an electrical pulse broadcast down a coaxial cable, and changes in the impedance of the cable, either inductive or capacitive, cause reflections to be returned to the signal generator. The resultant reflections are measured and presented as a function of time, the time is translated to distance based on the known propagation velocity of the cable being utilized. In geotechnical applications the coaxial cable typically takes the form of a rugged coaxial cable with a diameter of 12mm (0.5”). The cable is usually grouted into a borehole drilled into the embankment to be monitored. Any movement of the embankment will crimp the cable, and the reflections indicate approximate magnitude of the crimp and the location. The resolution is related to the number of samples of data being collected for the waveform.

Data returned by the electronics is referred to as a reflection coefficient, or percentage of reflection, and is in a range of 1 (open circuit) to -1 (short circuit). A value of zero indicates no reflection. Typically, with very long cables there is some absorption of the signal down the length of the cable which shows as an increasing reflection coefficient. Deformations or abnormalities in long cable lengths will still result in an increase or decrease in the reflection coefficient at those locations. A sample data output is provided below.

Slope Stability - TDR Chart

All distances are “apparent”, not absolute. A key configuration parameter of the monitoring system is the velocity of propagation (Vp), this is the percentage of the speed of light that the electrical signal travels down the cable. Vp typically ranges between 0.65 and 0.90 but these are approximate values supplied by the manufacturer. In-situ modification of the cables, using a few crimps applied to the cable at measured distances during installation, can be useful to help establish more accurate distance measurements. Contact Canary Systems for more information on this technique.

Download the MLTDR-P product sheet