In my last column (Adjustment and Analysis of Deformation Monitoring Networks, POB June 2016), I discussed basic factors to consider when setting up and operating a deformation monitoring network, including epochs, network adjustment versus deformation analysis, and why we need to think carefully about adjustment procedures. When designing a monitoring network, it is useful to be able to simulate the network and test performance before we go to the trouble of installing sensors and establishing points or prisms to be monitored. After simulation and testing, we arrive at a much more accurate and efficient design, which will require less adjustment of physical sensors and monitored points after simulation.

Simulating a network requires input of three key sets of data:

  1. Geometry—the 2D location of sensors (terrestrial or GNSS), prisms and monitored points. For simulation purposes, these coordinates can be approximate.
  2. Topology—the observations you will be taking from each sensor, including vertical angles and distances. You can think of this as adding 3D information to your 2D network schematic and, again, this data can be approximate.
  3. Sensor Accuracy—This is a key factor when establishing likely error ellipses in your network. You can start with manufacturer specs for the instruments you are using (in Leica GeoMoS Adjustment software, you can select predefined instrument types), and if you believe that there are factors that may affect sensor accuracy, such as a thick glass enclosure surrounding a total station, you can estimate the magnitude of that effect.

As stated, much of this data will be approximate for simulation purposes, but the better the approximation, the better the simulation. In most situations, you will likely have at least preliminary base mapping to work with, and you may want to perform additional surveying prior to simulation to get better data on possible sensor positions. In some cases, as some sensor and/or reference point locations are ruled out, the simulation may prompt additional preliminary surveying.

With the simulation created, you can “run” it, and take a look (via graphic views and detailed numerical charts) at likely error ellipses at points of interest. This may well lead to changes in your design and further simulation.

Accuracy and Redundancy

To make judgements [sic] about the quality of the network design, the two components accuracy and redundancy have to be balanced for the required project’s needs.

The redundancy is related to the control, whereas the accuracy is related to the ability to determine network values with a certain precision. Practically speaking, the accuracy of the selected instrument and the network geometry is important.*

When we balance accuracy and redundancy, we are talking about reconciling an ideal network with the real-world network we create within the physical and financial constraints that apply. For example, in an ideal network all total station observations would be at or near 90 degrees from long backsights, so we have the best possible network geometry and all instruments used would be the most accurate available, regardless of cost.

But we do have constraints. So, we have to use our simulations to see if we are achieving, within those constraints, sufficient accuracy for project purposes. There are two main strategies for improving accuracy within given constraints: increasing point redundancy and increasing sensor accuracy.

Increasing point redundancy can be as simple and cheap as adding more precisely located reference (control) points to the network. If site topography seemed to rule out very long backsights due to expense, a simulation may reveal that establishing a tower to raise a prism is, in fact, a cost-effective way of improving total network accuracy. Or, it may be worth the trouble to locate additional prisms on the monitored asset — a bridge or earth dam, say.

Increasing sensor accuracy is usually expensive. A more precise total station may be needed, or a higher quality GNSS receiver, or an additional sensor of any type. But sometimes, improving sensor location, or giving it better reference points, will help.

One technique I recommend can sound like a trick, but is more like a useful best practice in most large networks with multiple sensors. It is to place a prism at a sensor location in the same vertical axis as the sensor. When this is done, only a height offset is needed, and this greatly improves least squares adjustment calculations; “the height differences are managed (automatically) in the network via instrument heights and reflector heights.”* This would usually be a 360-degree mini-prism mounted on custom handles available as options for most receivers and total stations, or beneath tribrachs on custom bolts, or on separate tribrachs or mounts under the sensor.

Another technique is to distinguish between the stable reference points and the potentially unstable points being monitored in a given set of points collected from a total station. In a given epoch (monitoring cycle) the stable points should be measured twice — before and after the points being monitored. This usefully increases redundancy and also provides a check against unpredictable factors such as a total station settling in ice on a warm day.

And, as in most cases involving data, more is better.

Extended data in a single epoch has the advantage that chances of a complete network computation failure, singularly caused by too many missing observations (e.g. obstructions, etc.), is reduced. And, more data acts almost identically as a smoothing of results. For example, a spontaneous movement appears in smaller steps, but the tendency would be significant. Another method to increase the amount of data per set is to use longer computation intervals (by comparing points over longer periods of time in which change can happen), but then the network adjustment computation frequency is reduced.*

With this basic approach, you should be able to set up and make use of a network simulation and, based on the simulation, identify ways to improve network design so greater accuracy is achieved.
 


* Source: GeoMoS Adjustment: An Introductory Guide. This guide is specific to Leica GeoMoS Adjustment network software, but addresses basic factors common to all monitoring networks.