Question: ( a ) Using the 3 zeros 3 and 5 zeros 5 rules, calculate the practical effect of an angular error
a Using the zeros and zeros rules, calculate the practical effect of an angular error of of arc over a distance of and of an angular error of of arc at
b Explain the difference between precision and accuracy. Draw a "bell curve" graph of precise but inaccurate results. What factors would contribute to precision and accuracy when making distance and direction observations with a Total Station and reducing these to the ellipsoid?
c You are planning to observe sets arcs of horizontal and vertical angle observations to distant trigonometrical points.
i What horizontal circle settings would you use in order to minimise circle graduation errors for the three arcs?
ii What observing procedure would you use, what would you avoid, and what bookers checks should be made?
iii What times of the day would you choose to observe horizontals to very distant trigs to the East and West respectively, and what time would you use for vertical observations?
d How would a surveyor normally obtain values for:
i Prism Constant PC
ii Instrument Constant IC
iii Instrument Scale Factor?
a Using a sketch, explain the difference between solar time as read on our clocks and sidereal time as used by GPS satellites.
b What five items are included in the navigation codemessage modulated onto L and L
c
i Draw and label two sketches that illustrate the difference between double differencing and triple differencing in GPS
ii What three errors are removed by double differencing?
iii What is the main reason why GPS receivers use triple differencing before returning to double differencing?
d With the aid of a clear sketch or sketches, explain why a failure to use "break lines" may result in erroneous contours in a topographical survey, and how "triangle swapping" techniques may achieve the same effect as using break lines.
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