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Closure Error - CORRECT ANSWER-Discrepancy between the known elevation of a benchmark and its measured elevation at the end of a the survey route. First order survey - CORRECT ANSWER-Closure error is <= 3mm(K)^.5 to 5mm(K)^.5 <=.12ft(M)^.5 to .020ft(M)^.5 k=length of leveling route M=length in miles
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Closure Error - CORRECT ANSWER-Discrepancy between the known elevation of a benchmark and its measured elevation at the end of a the survey route. First order survey - CORRECT ANSWER-Closure error is <= 3mm(K)^.5 to 5mm(K)^. <=.12ft(M)^.5 to .020ft(M)^. k=length of leveling route M=length in miles Second Order Survey - CORRECT ANSWER-Closure error is <= 6mm(K)^.5 to 8mm(K)^. <=.024ft(M)^.5 to .034ft(M)^. k=length of leveling route M=length in miles Third Order Survey - CORRECT ANSWER-Closure error is <= 12mm(K)^. <=.059ft(M)^. k=length of leveling route M=length in miles Purpose of Profile Leveling - CORRECT ANSWER-Determine the elevations of the ground surface along the centerline or edges of a planned route feature and measure location of route features. Rate of Grade - CORRECT ANSWER-Vertical rise or fall/Horizontal Distance
Control Segment - CORRECT ANSWER-Five Monitoring Stations Each passes a monitoring station twice a day. Monitoring Stations - CORRECT ANSWER-Control altitude, speed, and position of a satellite. Control Surveys - CORRECT ANSWER-Used to establish reference points, elevations, and lines for use in other surveys. Curvature Error (c) - CORRECT ANSWER-Divergence between a level line and a horizontal line over a specified distance Refraction Error (r) - CORRECT ANSWER-All sight lines are refracted downwards by the earth's atmosphere. Benchmark - CORRECT ANSWER-Permanently affixed object with known elevation (altitude) and or horizontal location (usually brass or aluminum disk that is attached to a very stable foundation) Direct Leveling - CORRECT ANSWER-Line of sight is horizontal, so difference in elevation is measured directly. Advantage of Direct Leveling - CORRECT ANSWER-Most Accurate method of leveling Disadvantage of Direct Leveling - CORRECT ANSWER-Time consuming to move Trigonometric Leveling - CORRECT ANSWER-Line of sight is not horizontal, so the difference in elevation is computed from vertical angle and slope distance. Advantage of Trigonometric Leveling - CORRECT ANSWER-Takes less time to do this method. Disadvantage of Trigonometric Leveling - CORRECT ANSWER-Low to moderate precision when using this method. Universal Transvers Mercator (UTM) - CORRECT ANSWER-A global system developed by US Military Services. Sea Level Distance - CORRECT ANSWER-Sea Level Distance * Elevation Factor Grid Distance - CORRECT ANSWER-Sea Level Distance * Scale Factor or Surface Distance * Combined Factor
Line - CORRECT ANSWER-A sequence of two or more coordinate pairs Polygon - CORRECT ANSWER-Composed of one or more lines whose starting and ending coordinate pairs are the same Attribute - CORRECT ANSWER-Particular piece of data associated with a map feature in a GIS is called an attribute (stored in data tables) Spatial Relationship - CORRECT ANSWER-A relationship based on location, where the features are located in relation to one another (Distance, containment, intersection, adjacency)