Changeset 5606 in ntrip


Ignore:
Timestamp:
Jan 22, 2014, 11:38:19 AM (11 years ago)
Author:
mervart
Message:
 
File:
1 edited

Legend:

Unmodified
Added
Removed
  • trunk/BNC/txt/frankfurt.tex

    r5605 r5606  
    140140\frametitle{Nihil novi sub sole}
    141141
    142 Each GNSS-application is based on processing code and/or phase observations that may be expressed
    143 as
     142Each GNSS-application is based on processing code and/or phase observations
     143\vspace*{-3mm}
    144144  \begin{eqnarray*}
    145145  P^i & = & \varrho^i + c\;\delta - c\;\delta^i + T^i + I^i + b_P              \\
     
    158158                          phase ambiguity).
    159159  \end{tabbing}
    160 
    161 
    162 \end{frame}
    163 
    164 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
    165 
    166 \begin{frame}
    167 
    168160Observation equations reveal what information can be gained from processing GNSS data:
    169161\begin{itemize}
     
    171163\item state of atmosphere (both dispersive and non-dispersive part)
    172164\end{itemize}
    173 
    174165The observation equations also show that, in principle, GNSS is an
    175166\textcolor{blue!90}{interferometric} technique -- precise results are actually always relative.
     
    181172\begin{frame}
    182173\frametitle{Challenges of Real-Time GNSS Application}
     174\begin{itemize}
     175\item Reliable data links have to been established (between rover station and a reference station,
     176  between receivers and processing center, or between processing center and DGPS correction
     177  provider).
     178\item Suitable algorithms for the parameter adjustment have to be used (filter techniques instead
     179  of classical least-squares).
     180\item Software tools for handling real-time data (Fortran is not the best language for that).
     181\item Fast CPUs.
     182\end{itemize}
     183
     184As said above -- GNSS is an interferometric technique. Processing of a single station cannot give
     185precise results. However, data of reference station(s) can be replaced by the so-called corrections
     186(DGPS corrections, precise-point positioning etc.) These techniques are particularly suited for
     187real-time applications because the amount of data being transferred can be considerably reduced.
    183188
    184189\end{frame}
Note: See TracChangeset for help on using the changeset viewer.