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TWL: RE: Re: RE: WAAS or Not To WAAS

From: Arild Jensen (no email)
Date: Tue Jul 01 2003 - 00:21:28 EDT

  • Next message: Ron Rogers: "TWL: Re: Equipment Reliability - Mil-Spec"

    -----Original Message-----
    Ron Rogers wrote:

     didn't surveyor laptop programs used to compute the locus of positions when SA
    was on?.

    Ron Rogers

    REPLY
    When I took my field training for hydrographic survey work, we had a
    differential beacon of our own.
    This beacon was set up on top of a previously verified survey monument and the
    corrections broadcast to our field unit which was no more than five miles
    distant.
    That beacon did not operate on the 300kHz band. It used a much higher
    frequency ( VHF - line of sight)
    I should add this was for revisory survey work only.
    When original survey work was done such as in the arctic it could take as much
    as a year to prepare a new baseline and establish new monuments for reference
    purposes.

    While it is true we were supposed to begin by doing a reference check lasting
    five minutes on a known location, we would usually do individual points with
    only a ten to thirty second wait at each point. But we also restricted our
    measurements to when the HDOP value was 1.5 or less.

    Sometimes the satellite configuration was so bad that we had to wait as much
    as an hour before the HDOP value dropped down below 1.5 again.

    I guess this is what Jim meant by saying " The surveyor solutions lack any real
    time imperative."
    We were quibbling over ten centimeter or better resolution when doing
    hydrographic surveys.

    Arild

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