VRS Systems for Improved Efficiencies in Port Operations01/01/1970 |
| Mariners were one of the first public groups to adopt GPS in its early days Ð nearly twenty years ago. The next leap forward in the acceptance and widespread use of GPS was Differential GPS (DGPS). DGPS was driven by demand from the offshore marine survey industry, which wanted reliable, round-the-clock, sub-metre accuracy. Accuracy being infectious, the marine survey industry adopted the centimetre-accurate Real Time Kinematic (RTK) GPS surveying that land surveyors had pioneered. |
| Gary Chisholm, Trimble, New Zealand |
The latest development in precision surveying accuracy and reliability is enhanced RTK using the Virtual Reference Station (VRS) system. This paper explains VRS application in the port environment.
Positioning Systems in Use Today The majority of positioning systems in use for waterways today are satellite-based. DGPS systems - Since the mid-1990s many of the world’s port approaches and treacherous waterways have been covered by DGPS using International Association of Lighthouse Authorities (IALA) radio beacons. These systems have greatly improved safety at sea as ship captains can now know with confidence and to meter accuracy their ship’s position, as well as its speed over ground. For commercial shipping, DGPS is required for electronic charting systems. For port operations, DGPS is used for dredging and surveying, and for services such as asset tracking (for example, containers). WAAS (EGNOS) Systems - In the USA and Europe, the continents are covered by a satellite-based augmentation service called WAAS (in the USA) or EGNOS (in Europe). These systems are currently under trial on waterways. They are not yet officially operational, nor are they optimised for coastal marine areas. In some coastal areas the required satellite is at a low elevation angle and the correction signal may be blocked by surrounding buildings, vegetation or vessels. RTK GPS Systems - Real-Time Kine-matic (RTK) GPS systems are used extensively for both capital and maintenance works related to ports. Typically, an RTK system is installed by a single organisation such as a survey or construction company. The system consists of one reference station with a radio link operating at a 10-15 km range. This allows multiple roving applications, such as those in construction, hydrographic and land surveying. The horizontal error budget at the rover is typically 10 mm + 1 ppm. The error budget increases when the rover is further from the reference station and when there are atmospheric disturbances. The table below compares the accuracy of DGPS and RTK GPS. The table shows that RTK GPS offers ship captains significantly more accuracy than DGPS. However, the next generation in RTK implementation, the Virtual Reference Station (VRS) system, surpasses even the quality control and accuracy of RTK, at the same time as lowering operating costs for its users. What Is a VRS? A Trimble VRS is an integrated system of GPS hardware, software and communications links that uses data from a network of fixed reference stations to model errors throughout a region. The model generates ‘virtual’ reference stations near a surveying location, which then relay a localised set of standard format correction messages to a roving receiver. All users in the region are provided with centimetre accuracy and improved performance and reliability. How VRS Works Fixed reference stations continually transmit GPS observation data to a Trimble VRS central server. The data is sent to the central server over a modem, frame relay, the Internet, or other communication link. In the example in Figure 2, five reference stations, all spaced 50 km apart, are sending data to the central server. At the central server the network processor performs integrity checks on all GPS observations. The processor checks the data from each station, rejecting outlying data and correcting cycle slips. Once the integrity of the data is checked, the central server computes ionospheric, tropospheric and ephemeris errors by analysing double-difference observations. The effects of these errors on any rover working within the network can be modelled, allowing systematic errors for RTK to be significantly reduced. The effects of the errors are shown in the easting, northing and elevation of collected points. Figure 3 shows the effects of errors on a point that is 32 km from the nearest reference station. The central server receives the position of a rover working in the network and performs a geometric displacement to the given location. It interpolates and applies corrections for the ephemeris, tropospheric and ionospheric errors and generates a ‘virtual reference station’ for that specific rover. It then produces a set of standard format correction messages as if they were coming from the virtual station and transmits these to the server. While a VRS is designed and installed for its centimetre-accuracy service, the correction signals can also be used by DGPS receivers for sub-meter accuracy. This is beneficial whenever a port does not have IALA DGPS coverage, and when lower-cost GPS receivers are used for positioning applications. The Applications RTK and a VRS can be used for numerous applications at port:
The Efficiencies and Conclusion Employing RTK and a VRS at a port lowers the cost of surveying and positioning, increases productivity and improves the accuracy of 3D positioning. Because a VRS is an online survey infrastructure, it provides numerous cost and timesaving benefits. By saving users time, a VRS RTK system enables them to spend more time on profitable surveying activities:
A VRS and RTK system is a precise and accurate system for vertical measurements over a large site. For this reason, it is the ideal positioning system for dredging and under-keel clearance. VRS accuracy is achieved through the following:
RTK can measure heave and draft and serve as a tide gauge, making unnecessary separate hardware sensors. GPS can also replace the gyrocompass on construction barges and survey vessels. See Figure 6. A VRS and RTK system also provides the following benefits for port operations:
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| Biography of the author Gary Chisholm is presently Segment Manager for Marine Survey & Construction at Trimble, responsible for planning company positioning sensor and software strategies. Gary has been with Trimble for 15 years and in that time has managed HYDROpro and Target software. He holds a Land Surveying degree from New Zealand and a Masters degree in Surveying from UNSW Australia. He worked in the hydrographic and offshore field worldwide for six years before joining Trimble. |