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Issue 5 - September- October  2007 also at: www.zupt.com
 
INERTIAL NEWS
 
 
   
Scintillation (university of Bath):
people.bath.ac.uk
 
IN THIS ISSUE:

HERE COMES THE SUN!   SolarMin is upon us (one year late). The Solar Cycle. Plasma bubbles. Halloween 03. Scintillation and satellite positioning…

By the way: How many Global Satellite Systems does the world really need?…

Short History of “Orientation”… part II…

Check out our new map: “Oil & Seismic Company Locator”… every company in the world! (please help us to improve it):

http://www.communitywalk.com/map/177479

And of course all the News and Tips: seismic, survey, geodesy, and others…

Also: your letters and suggestions ... 
 

HERE COMES THE SUN!

In December 2006 many GPS receivers stopped working suddenly. The cause was a strong solar storm as described in: geocarta.blogspot.com

Those storms are usually more common during the peaks of Solar Activity (SolarMax), but this one happened while we are getting towards a low (SolarMin), and in 2008 starts the next 11 years cycle of increased solar activity.

Between 2010 and 2013 the number of solar storms will increase, dramatically affecting GPS (but also Glonass, Galileo or any other positioning and differential correction satellites, as well as power grids etc…). The effect will be felt strongly along the geomagnetic equator and in the polar regions.

During the Halloween Storm of 2003, the GPS height determination capability of the WAAS system (used by the FAA) was worse than 50m – rendering it unusable for precision landing by commercial aircraft!:

 Click Here

Also: spacetoday.org


Stay informed, this is the official NOAA solar cycle web site: www.swpc.noaa.gov

“Plasma Bubbles” and scintillation compound the problems of ionospheric propagation under the tropic. Many sites monitor scintillation in real time: www.mssl.ucl.ac.uk

Many Dynamically Positioned vessels operate near the equator (Brazil, West Africa...). Their class depends on the number of independent positioning systems onboard. In case of sun storm all satellite based systems could crash at the same time, making the vessel loose position. Hereunder an example of emergency quick disconnect (EQD) in 2002:

•<<The allowable time to initiate EQD is often very short. (...) The total available time is determined by the allowable offset and the speed of vessel/rig in loss of position scenarios.
The allowable offset is determined by water depth and riser lower/upper flex joint angle limitation. As an example, a standard drilling BOP and riser system may require that disconnect to be completed before lower flex joint angle reaches 8 degrees (...) We may assume that the time needed for the EQD process is within 30 s.Consequently, the allowable time for DP operator to assess the situation and initiate red status alarm, and afterwards driller pushes EQD buttons, will be around 40 seconds.>> (Cpt Harry Verhoeven et al).



  INERTIAL NEWS

Systron Donner offers inertial technology industry wide:  www.tmworld.com

The DARPA Urban Challenge will take place in Victorville, California at the site of the former George Air Force Base on November 3, 2007. The National Qualification Event will take place at the same location, October 26-31, 2007. (It is mostly an inertial navigation race).

 Marines ship new Howitzer to Iraq. “It enhances accuracy and takes a lot of burden off of the units, because you have a howitzer now that can locate itself with an inertial map,” said Lewis Stough, M777 software test lead at the U.S. Army’s Picatinny Arsenal, N.J. “Units are able to be less dependent upon surveyors. Before, we would have one survey control point for a position, and you would have to have your position location based on that.”
marinecorpstimes.com

SURVEY NEWS

Center of Earth located to 1mm/year: “Defining the translational velocity of the reference frame of Earth”. By Donald F. Argus. Geophysical Journal International:  www.blackwell-synergy.com

 Effective November 1, 2007, the datum tag on the NGS geodetic control Data Sheet will be NAD 83 (NSRS2007) for control points that were part of this National readjustment. This change will impact the NAD 83 latitude and longitude and the NAVD 88 Helmert orthometric height fields by shifting them to the right five places: Click here

 EU deadlocked over funding for Galileo satnav project: www.gpsdaily.com


 India To Build Constellation Of Seven Navigation Satellites: www.gpsdaily.com


Pedestrian Navigation System. In <<Adaptive Step Length Estimation Algorithm Using Low-Cost MEMS Inertial Sensors>>, researchers showed that the walking status of a subject could be measured in both indoor and outdoor environments even though step length varies considerably with the subject's speed and status. Using an Inertial Measurement Unit (IMU) from Microinfinity, the MI-A3330LS-U, and a Bluetooth module, an adaptive algorithm performs different linear fits to recognize the movement status such as walking or running. The MEMS device consisted of an accelerometer and a gyroscope. The technique could be applied to personal health care monitors to calculate the energy expenditure of pedestrians
 

OIL, GAS & SEISMIC NEWS

Windfall profits decree not nationalization. Ecuador. A decree signed by Ecuador's President Rafael Correa that increases the state's take of extraordinary oil company profits to 99% from 50% does not amount to nationalization (...):
bnamericas.com

(10/5/2007) Noble Energy today followed yesterday's announcement of a discovery in Equatorial Guinea with word it has made another discovery off Cameroon...(OGI)

Japex gearing up to drill offshore Philippines.
(10/5/2007) Japan Petroleum Exploration Company today advised it will commence drilling an exploration well in the Tanon Strait offshore the Philippines... (OGI)

Schlumberger acquires minority stake in PetroMarker. (10/5/2007) Schlumberger said today it has acquired a minority interest in PetroMarker, a specialist in the development of marine electromagnetics technologies... (OGI)

Caricatures at: petroleumworld.com

OTHER NEWS

 DOG OF WAR. This mechanized pack animal will follow soldiers wherever duty calls them… Click Here

Nokia buys NavteQ (for how much?). “For handset makers, it's all about location”.
Click Here

     
 
IN THIS ISSUE:
• News
• The Backpack today
• Suggestions
• Inertial & other survey tips
• Seismic info
• The rest of the World

ZEST - A monthly newsletter providing information, tips, insights and commentaries on the use of Zupt inertial navigation systems, other inertial systems, and their software, bug tracking, navigation in general, seismic survey, the use of GP Seismic™, and internet links etc

 To subscribe, email us at:              
 
 jg@zupt.com     
 
 

INERTIAL TIPS

The most regular inertial drift is observed on the traverses that are framed by the control points: start point on one side and tie point on the opposite side. So for best post-processing efficiency it is more important to go the extra mile and tie to a point “on the other side” of the survey, than to come back in a loop (or horseshoe line) to tie sooner.

Having a small tie in real time is not as important as having a regular drift, even if this drift is larger, because it will compensate well at post-processing time.

For example even if a tie is 12 feet after 1 or 2 miles, the adjusted 3D values of all the points will be at the 1.5 ft (1 sigma) level which is no different than an average RTK GPS survey (see studies in previous newsletters).

A QC surveyor requesting small ties is actually inviting some inertial operators to tie in “loops”, which gives worse final results after processing than honest linear surveys with larger ties. Clients should educate their QC reps.

The advantage of a seismic project surveyed with inertial systems is that the coordinates are those of the actual geophone or drill point, the stake was placed and surveyed at the exact location it will be drilled or recorded (no line of sight restriction, no "let me get the shot, then move the stake").

To better understand why real-time stake out accuracy is not nearly as important as final coordinates, see the latest AAPG "Explorer":
Explorer 

  Ultra accurate INS surveys in our next Newsletter...

 
SUGGESTIONS FOR IMPROVEMENT of B-PINS

On September 12th, a meeting took place in Crockett, TX, with PGS inertial operators (tee shirt “wha’ Zupt?”) to collect suggestions. Present were Jim McCarthy, Frank V., Mike K., John P., Atanasio F., and Chris R.:
 
  1.  Would replacing the aluminum with Kevlar or other material reduce the weight of the pack.
  2. How can we improve the comfort of the harness. (the central foot will be flush with the pack in the future)
  3. Can we wash the harnesses. (Yes, learn to connect and disconnect them. Wash them regularly)
  4. Can you add a screen with a map in the background. Make it compatible with Arcview.
  5. Can you add the function “Create a point” in the offset screen (based on pre-known offsets, create a target source point and bring it to “Compass Forward” screen)
  6. Could we create a daily “Job File” in the morning containing the start point, the preplot for that day of work and all the tie (Control) points involved.
  7. Would you gain weight by using smaller or different feet.
  8.  Could you compute the Julian date and show it in the “Job Info” screen to better name the daily files.
  9. You should put highly reflective tape and a radio pouch on the front straps of the harness.
  10. Before creating a new file (automatically) could you offer a “confirm screen”, in case it was just the date and time that were off in the Recon…
     

THE WHEEL ETC… a short history of orientation (Part 2)

Robert H. Goddard didn’t develop the modern rocket for trivial reasons, but for the specific purpose he had all his life of facilitating human trips to Mars (after the moon). Consistently ridiculed by the media before WWII, he continued his work with the support of Charles Lindberg and the Guggenheim family.

Wernher Von Braun, in Nazi Germany tried to learn everything he could from Goddard’s research through the media and later via secret service operations. Until 1939, they actually had regular phone conversations about liquid propellants and other rocketry questions. Von Braun had been inspired by Hermann Oberth born in Transylvania who himself was a fan of Jules Vernes’ space fictions.
Von Braun was an SS officer, and concentration camp slave labor was used to build V2 rockets during world war II. Von Braun historically declared his private opposition to both situations. A “prussian” aristocrat he was at one time arrested by the Gestapo.

The inertial system used in the V2 rockets was somewhat inaccurate, and mostly based on a longitudinal accelerometer whose data was compensated for vertical acceleration and gravity. Transversal readings were done by a gyroscope. Lateral velocities were missing.

in 1945 Von Braun and many German scientists were transferred to the USA to work on rocket programs. Information about the development of inertial systems was classified.
 

   



In July 1955 a team of French engineers (Schnerb, Carpentier, Boucq etc…) visited those companies as well as Litton (who had an INS named LN33A), and established lasting technical ties between US and French companies such as Sagem.

In 1960 Rudolph Kalman from MIT then Columbia, describes the “KF”. The Kalman filter is an efficient recursive filter that estimates the state of a dynamic system from a series of incomplete and noisy measurements

In the 1960s, when France became a nuclear power then withdrew from NATO it had to develop its own inertial navigation systems based on this experience, since direct cooperation with America was stopped.

Sagem in cooperation with Ferranti (UK) developed the inertial system SF500-AE51 for the Concord(e) supersonic civilian airliner starting in 1965.

In October 1973 both the French and US navy were experimenting Kalman Filtering for the alignment of their INS platforms. Pierre Faurre and Rudolph Kalman proposed a cooperation that was rejected. The first French aircraft using the new platform was the Super Etendard based in Landivisiau, Fr.

In 1978 the decision by Boeing to install Honeywell strapdown inertial systems based on laser gyros on all Boeing 757 and 767 shook up the inertial world and woke up the manufacturers to the coming of age of strapdown Inertial Navigation Systems.

 After the cold war in the 1990s, strapdown, and therefore man-portable inertial navigation systems were made available to the civilian survey market.

Charles Stark Draper at MIT put together 3 gyroscopes and 3 accelerometers to create the first full blown Inertial Navigation System to be installed in military submarines, aircrafts and rockets.

In 1955 a series of articles by P.J. Klass in “Aviation Week” described to the public the possibility to navigate airplanes for hours by using accurate INS systems based on floating gyroscopes such as those developed by American companies Honeywell and Kearfott. The same technology was used in ballistic missiles.

 


The rest of the world…

Virtus establishes MEMS partnership in Japan

smalltimes.com

Graphically cool site of the month (high speed connection): rainmaker.com (choose: demo reels / visual effects (for Zorba’s music…)

 
 
Last word

You can find our previous newsletter on our web site. Please let us know what you would like to see in a newsletter. Send us info, tips, suggestions, links, pictures etc… let us know if you want your questions or comments to remain private or to appear in the newsletter. Circulate it around, and /or give us email addresses of others who would like to receive it.

No images? visit our online newsletter @: zupt.com
 

Find our link “Feedback” under Contacts on our web site. Please use it to send us any info, not only on bugs in our software, but suggestions etc…

www.zupt.com/feedback

See you soon!
 

YOUR LETTERS

-----Original Message-----
From: Rudy Lambert <rudy@gpseismic.com>
To: client@gpseismic.com
Sent: Mon, 1 Oct 2007 8:34 am
Subject: New Geodetic Transformation Library For GPSeismic


Dear Client,



With the release of GPSeismic version 2008 in May of next year,

we will move to a different library for geodetic calculations. This new

library will allow for better integration, increased functionality, and an

improved user interface for all geodetic computations in GPSeismic.

The new library is based on the PROJ.4 cartographic projections

development project.



A preview of the new geodetic library and user interface is now available

for all version 2007 users. The preview is provided as an installation

package which will modify your existing GPSeismic version 2007

installation but will not change any version 2007 functionality or data.

This installation package can be downloaded from this page:



www.gpseismic.com



The installation will create a new folder called ‘Geodesy’ under the

GPSeismic installation folder, and a number of required files will be installed

there. The only way to access several new utilities is via a new

item in the Utility menu of Project Manager called ‘Geodetic Settings

For 2008’. Included in these utilities is a new coordinate conversion calculator.



We ask that you please install and review this package, making sure you

perform several benchmark transformations. If you are using a datum or

projection which is not currently supported or cannot be created, we need

to know about this well in advance of our version 2008 release so that we can

ensure full support in May.



A training video on this new functionality is available via:
gpseismic.com 

(Download: Geodetic Settings Utilities For Version 2008 (45 MB)



So in summary we ask that you please make several test transformations

in your project areas with this new tool and send us your feedback.



With thanks and regards,



Cliff Harris and Rudy Lambert

Dynamic Survey Solutions, Inc.
 
 


-----Original Message-----
From: Jim Cain <jim.cain@cain-barnes.com>
To: 'Jim Cain' <jim.cain@cain-barnes.com>
Sent: Thu, 4 Oct 2007 6:19 am
Subject: Release of EPSG Geodetic Parameter Dataset v6.14 and online, web-enabled EPSG Geodetic Parameter Registry


ANNOUNCEMENT of availability of the online, web-enabled EPSG Geodetic Parameter Registry v6.14 (September 21, 2007)

and

RELEASE of EPSG Geodetic Parameter Dataset v6.14 (September 2, 2007)

This release (Version 6.14) of the EPSG Geodetic Parameter Dataset comprises of data corrections and updates to the v6.13 release of July 2007. The EPSG Geodetic Parameter Dataset is maintained by the Geodesy Subcommittee of the Surveying and Positioning Committee of the International Association of Oil and Gas Producers (OGP). This version and prior archived versions may be downloaded without charge from www.epsg.org. The dataset will continue to be known as the EPSG Geodetic Parameter Dataset.

For the first time with this version 6.14 is additionally made available through the web-enabled EPSG Geodetic Parameter Registry service (beta-test version) at http://www.epsg-registry.org/ (with link from the OGP’s main EPSG webpage, www.epsg.org.) This online registry supports anonymous (guest) access through which users may query and view the data and generate printable reports. It also permits the user to register for additional services, such as the export of the entire EPSG data set as GML 3.2 dictionaries. There is no charge for such registration.

As for previous releases, the v6.13 dataset also remains available in two downloadable forms: either an MS Access database which also includes a data reporting capability, or as a series of SQL scripts for populating an alternative relational database application. There are different SQL scripts for various SQL variants. In each format, the v6.14 release is accompanied by an updated version of the current ReadMe file, in both PDF and MS Word formats. The OGP plans to move from MS Access 97 to MS Access 2003 in the relatively near future.


New to Version 6.14 are:

· Changes as documented in Change table records through 2007.087, but with actions still remaining on some change requests.

· Revisions to data for Angola, Austria, China (Hong Kong), France, Greenland, New Caledonia and Romania..

· New data for Portugal.

· All change id's have been changed to a precision of exactly 3 decimal places.

· All geocentric to geographic 3D conversions and geographic 3D to geographic 2D conversions, used in the description of geographic 3D and derived geographic 2D coordinate reference systems, have been deprecated and replaced by generic conversions. This has not affected the derived CRSs.

· This version 6.14 is additionally made available online through the EPSG Geodetic Parameter Registry service described above. This service is in addition to the MS Access database and SQL scripts provided for this and previous releases,

For both Versions 6.13 and 6.14, the use of the terms 'supersede', 'retire' and 'replace' has been rationalised. This included structural changes to the Supersession table in v6.13 in which the supersession type of 'replacement' has been eliminated. This v6.13 rationalisation also included changes to the supersession type assigned to records within the supersession table and to remarks in records in other tables. The EPSG dataset interpretation of ISO 19135 terms is discussed in Guidance Note 7 part 1 – Use of the EPSG Geodetic Parameter Dataset.

In addition to the above data content changes, the “Use of the Data” rules were also clarified in v6.13 and expanded to facilitate increased use of the EPSG dataset in third party software. See the Readme file or associated online documentation for additional details.

If you have received this message in error or wish to be removed from the distribution list of the infrequent EPSG / OGP Geodesy Subcommittee subscriber notices, please response to jim.cain@cain-barnes.com with subject "UNSUBSCRIBE".

Best regards,

Jim Cain,

Member, Geodesy Subcommittee of the OGP Surveying and Positioning Committee,

www.epsg.org