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However, height errors provided by RAW+HA are still large (15 m 20 m), because of the inaccurate raw GPS positions. Table 7.4 shows the calculated position error. In the relatively rugged terrain where the data were collected, i.e. the hills of South Wales, any error in the computed receiver horizontal position may result in a large interpolated height error. This is because hill slope in the vicinity of these road surfaces may be 45 degrees or higher. This slope can give a very rapid change of height any distance away from the road. Even if the height aiding is used alone (i.e. RAW+HA), all the interpolated heights are still obtained from the road. RRF will always try to snap the raw position onto the road centre-lines to obtain a more accurate interpolated height. As shown in Table 7.4, there is no signi cant difference (less than 0.01 m) between the mean position errors of the three interpolation algorithms when using the same resolution DTM. The larger resolution 10 m DTM provides slightly more accurate positions (less than 0.14 m) than the 50 m DTM in terms of mean positional error. In addition, it is clear (see Figure 7.4) that height aiding does improve the positioning accuracy of a single receiver (i.e. about 1 m improvement in horizontal accuracy). In order to test the overall performance of RRF, both OS road centre-line data and OS DTM data are used to compute an RRF position (Table 7.5). Here, the height error is reported as a general Root Mean Square Error (RMSE), which is given by:



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where const equals the value of 0 determined by Euler bars or rotation tips, and z denotes the vertical direction. The constant part expresses then the value of stress, which causes in-plane deformation; i.e. expansion or contraction in the case of single- xed cantilevers and buckling in the case of such double- xed beams that comply with Equations (18.16) or (18.17). On the other hand, the gradual component grad (z) does not contribute to either of these effects, but represents the out-of-plane de ection of a singe- xed beam. In case of a linear stress pro le, the slope d /dz of the gradual component can be determined from a cantilever of length l by means of its tip de ection according to [146] by: d 2E = 2 dz l and grad (z) = d z dz (18.20) (18.19)





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There are two forms of the reference implementation: the official reference platform, which runs on Windows or Solaris, and a port of the reference for Palm devices. We will discuss the Palm port in the next chapter, so in this chapter we will only deal with the reference implementation. Keep in mind that what we are discussing here is an implementation of the CLDC not the Mobile Information Device Profile (MIDP), which we will discuss later in 9, The MIDP Early Access Release. The CLDC reference implementation, however, does include a number of additional classes that are comparable to what you will find in the MIDP, except that these classes are not as general and Sun Microsystems does not officially support them. For brevity, we will often refer to the CLDC 1.0 reference implementation as the CLDC throughout the remainder of this chapter.

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