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treatment. There are some patients whose occlusion you may not be able to stabilize and a compromised maxillomandibular relation may need to be used for the prosthodontic therapy.14 Some practitioners and sales representatives advocate using a neuromuscularly determined mandibular position obtained through a Myomonitor. This maxillomandibular relation has no advantage over the traditional positions used for stabilization appliances.1,15 An informal survey of dental laboratory technicians revealed most dentists do not send their laboratory technicians an interocclusal record when requesting a stabilization appliance. In this situation, laboratory technicians generally mount the casts in MI and open the vertical dimension of the articulator. This generally provides appliances that take more adjustment than if one of the above relationships was used. Also, if the occlusal plane is not level, adjusting the occlusion for a patient with the mandible retruded from MI may require the practitioner to perforate the appliance in order to obtain even posterior contact. If you use the above recommended techniques and consistently receive appliances with the occlusion not as close to the nal mandibular position as you think it should be, your laboratory technician may be using MI rather than your interocclusal record. This occurred with one of the laboratories I used, in spite that I articulated the casts with the interocclusal record and sent them to the lab bound together with rubber bands. Another caveat is that if you are not skilled at making an interocclusal record, send your casts to the laboratory without an interocclusal record and the laboratory technician will mount your casts in MI and open the vertical dimension of the articulator. This will generally provide a stabilization appliance with a moderately acceptable occlusion.

1 A GPS observation is read from the GPS RINEX le, and an odometer count is read from the odometer le 2 A Raw vehicle position is computed using all satellites visible to the receiver, above a 15 degrees elevation mask, plus height aiding, where height is obtained from a DTM This height is interpolated (bilinear) at the vehicle s previous reference (Ref) position, ie snapped on the road centre-line [Li et al, 2003] This DTM-derived height of the receiver is used to provide an extra equation in the least squares pseudorange computation of GPS coordinates, ie computation with a minimum of three satellites is possible For each epoch (instant time of observation) GPS points within 100 m of the road centre-line are considered 3 An odometer correction is calibrated using odometer count at the current epoch and relative GPS distance travelled.

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Infrared Spectroscopy: Fundamentals and Applications B. Stuart 2004 John Wiley & Sons, Ltd ISBNs: 0-470-85427-8 (HB); 0-470-85428-6 (PB)

Only if the GPS position is usable, otherwise this step is skipped for this epoch 4 Road geometry based on DGPS corrections (from step 9, previous epoch) is added to the Raw position to give a corrected (Cor) position 5 This Cor position is now snapped to the nearest point on the nearest roadcentre line to give the current Ref position, and then a DTM height is calculated That is, a Ref position is available that can be used to generate road geometry based on DGPS corrections for use with the next epoch s computed Raw position The resultant Ref positions are checked for correctness using tests against map-matching criteria [Taylor and Blewitt, 1999, 2000; Taylor et al, 2001a]; see below 6 The odometer position is calculated, using previous Ref position, as well as the odometer distance.

7 A position error vector is estimated in a formal least squares procedure, in which the Correction Dilution of Precision (CDOP) is computed This estimate is a map matched correction that provides an autonomous alternative to DGPS, fully described in 6 and in Blewitt and Taylor [2002]The residuals of this process are used to determine the goodness of t of the position error vector 8 Position error vector (step 7) is used to adjust the Ref position used for step 9 This provides a long-track correction, especially when CDOP is low (rapid change of road direction) 9 DGPS corrections for each satellite pseudorange are computed using the current Ref position These are retained for future use.

CORE ROUTER (P) RUNNING MPLS TE SUPPORTING LDP TUNNELLED THROUGH RSVP-TE, NO EDGE INTERFACES, IBGP ONLY, MULTICAST RP (ANYCAST STATIC) MSDP, PIM-SM (IOS)

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