A Bleary Eyed Surveyor and a Helluva Engineer

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A BLEARY EYED SURVEYOR . . . AND A HELLUVA ENGINEER Ken Johnson, P.Eng. Edmonton, AB Originally published in the BC Professional Engineer, 1990 These words are well known to many engineering graduates in Canada as being part of the engineer's theme song. The image of that bleary eyed surveyor is easy to bring to mind to those of us who have spent time gazing through a transit, however, it is time for this image to be updated. By definition, a land surveyor is described as a professional engaged in collecting by measurement, all facts needed for determining the boundaries, size, position, shape, contour, ownership, value, et cetera, of country, coast, district estate, et cetera. In the past this meant surveyors would spend a great deal of time in the field collecting the necessary measurements needed for determining boundaries, size, position and shape. One can always recognize a land surveyor walking along a street by the fact that he is always looking down in search of a corner post. The older land surveyors will not take shortcuts because they insist on following "true line", while the younger surveyors will walk anywhere knowing the value of a random traverse. My father, who has been land surveying for close to 50 years, holds a lot of pride in the fact that he has seen the transition from the "antique" transit to the modern digital theodolites. Parallel to this he also saw the transitions from the original sixty-six foot "chain", to electronic distance measurement. These transitions have all occurred in the span of less than 50 years. While surveying in the southeastern part of BC in the 1940's, my dad's best friend was a doubleheaded axe; one side was kept dull for barbed wire, and the other sharp for trees. Parallel to the evolution of the field instruments was the evolution of the computation instruments. In the beginning, trig tables and log tables were the only available means of computation, and then with the advent of mechanical calculators, the ease of completing field calculations was improved. The introduction of electronic calculators in the survey industry, back in the early seventies, has evolved to a point where office calculations are almost trivial. The "compass rule" and the "transit rule" for traverse adjustment have been replaced by "least squares adjustment", which the computer performs with ease. Computer aided drafting has also revolutionized the entire drawing representation process. A final area of influence which electronics has had on the survey industry is the global positioning system (GPS). Global positioning has, in the past, been an expensive and time


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