Survey and Mapping Archives - Page 18 of 27 - Inside GNSS - Global Navigation Satellite Systems Engineering, Policy, and Design

Survey and Mapping

March 29, 2012

LightSquared Fallout May Prompt Push for GPS Receiver Standards

The firefight between LightSquared and the GPS community has sparked regulatory brush fires around Washington with the Federal Communications Commission  (FCC), Congress, a half dozen executive agencies, and numerous companies moving to address a new and likely larger battle over receiver standards, radio frequency spectrum efficiency, and RF spectrum protection.

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By Dee Ann Divis
March 15, 2012

The GPS Dot and its Discontents

In-home construction of the first civilian-owned civil GPS spoofer.

Over the last few years, several of us in the GNSS community have done our best to convince our colleagues, policymakers, and the general public that unsavory characters with GNSS jammers or spoofers are a genuine threat to GNSS and an orderly society.

"But who would want to use a jammer or spoofer?” people ask.

My response? Hackers, because they can. Thieves planning to snatch expensive cargo. A moonlighting employee in the company car. Worse yet, state actors or terrorists targeting our national infrastructure.

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By Inside GNSS

One-Centimeter Accuracy with PPP

The navigation message has always been considered an inherent and essential feature of a global satellite navigation system. Its primary objective is to provide receivers with information on the errors of satellite clocks and parameters to compute the positions of satellites, as well as other parameters that help generate more accurate measurements.  

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By Inside GNSS
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February 29, 2012

GPS Program Budget: A Lot, But Is It Enough?

The details of President Obama’s 2013 budget have been gradually filtering out and, in general, the GPS system and those programs closely linked to satellite navigation, have escaped deep cuts.

On the hardware side the White House has requested $58.2 for GPS IIF satellite procurement. According to Air Force budget documents, the plan is to then wrap up the total IIF procurement of 12 satellites with a request for $77.6 million in FY14 and $7.3 million in FY15.

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By Inside GNSS
January 24, 2012

SIDEBAR: GNSS Attitude Determination on the Fly

Return to main article: "Winging It"

GNSS technology is used in various ways to find attitude or tra­jectory. The simplest method relies on measuring the velocity of a single receiver and interpreting the direction of that vector as the vehicle’s heading.

This works for applications where a vehicle’s motion is con­strained to only one axis – either absolutely, as with a train, or in the typical case of a car — when being driven responsibly!

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By Inside GNSS

SIDEBAR: In-Office Data Processing and Analysis

Return to main article: "Winging It"

With high-quality data sets obtained in the foot-to-foot configu­ration, we set about on postprocessing the data to extract more information about the NovAtel wingsuit system’s performance in the free-fall environment.

This was a multi-step process involving several NovAtel utilities and techniques, which we will describe here.

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By Inside GNSS
January 16, 2012

FIG /IAG Technical Seminar: Reference Frame in Practice

Monte Mario, the highest hill in Rome

A special seminar for geodesists will take place in Rome, Italy on May 4 and 5, just before the 35th FIG general assembly and working week.

The conference venue is the Cavalieri hotel on Monte Mario near the Vatican.

It is organized by the International Association of Geodesy (IAG), the surveyors’ international association (FIG) and the UN’s International Committee on GNSS (ICG).

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By Inside GNSS
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November 16, 2011

Network RTK and Reference Station Configuration

Q: What effect does network size have on NRTK positioning?

A: Network real-time kinematic (NRTK) positioning is nowadays a very common practice, not only in academia but also in the professional world. In the last 10 years, several networks of continuous operating reference stations (CORSs) were created to support users. These networks offer real-time services for NRTK positioning, providing centimeter-level positioning accuracy with an average distance of 25–35 kilometers between the reference stations.

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By Inside GNSS
September 13, 2011

Mark Greaves

Mark Greaves is one of two geodetic analysts at Ordnance Survey.

He holds an M.Sc. in engineering surveying and geodesy and is a member of the Royal Institute of Chartered Surveyors.

Greaves specializes in geodetic GNSS computations and analysis. He has worked at Ordnance Survey for almost 25 years during which time he has been responsible for several national GNSS network adjustments, including two internationally ratified realizations of the ETRS89 coordinate reference system in Great Britain.

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By Inside GNSS

Paul Cruddace

Paul Cruddace is the geodesy and positioning manager at Ordnance Survey, Great Britain’s national mapping agency.

He is responsible for the development and implementation of the overall strategy including the national GNSS infrastructure.

Cruddace is a chartered surveyor with a background in the use of precise GPS positioning to determine earthquake hazards.

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By Inside GNSS
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