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similar to problem 422 except a 10-sec bubble is off three divisions on a 130-m sightproblem 422an observer fails to
in trigonometric leveling from point a to point b the slope distance and zenith angle measured at a were 2504897 m and
successive plus and minus sights taken on a downhill line of levels are listed in problems the values represent the
same as problem 535 except for 64 setups and readings to the nearest 001 ft with possible error of plusmn0005 ft
reciprocal leveling gives the following readings in meters from a setup near a on a 2558 on b 1883 1886 and 1885 at the
intervening terrain obstructs the line of sight so only the top of a 6-ft-long pole can be seen on a 250-ft sight if
an angle apb is measured at different times using various instruments and procedures the results which are assigned
a total station with a 20 div level bubble is one division out of level on a point with an altitude angle of 38deg1544
the line of sight of a total station is out of adjustment by5a in prolonging a line by plunging the telescope between
a zenith angle is measured as 284deg1356 in the reversed position what is the equivalent zenith angle in the direct
an interior angle x and its explement y were turned to close the horizon each angle was observed once direct and once
if the standard error for each measurement of a traverse angle is plusmn33 what is the expected standard error of the
in searching for a record of the length and true bearing of a certain boundary line which is straight between a and b
a circle of radius 79825 ft centered at point a intersects another circle of radius 125364 ft centered at point b the x
a line with an azimuth of 74deg3934 from a station with x and y coordinates of 153066 and 140108 respectively is
the x and y coordinates in meters of station shore are 379241 and 819457 respectively and those for station rock are
similar to problem 1218 except for the traverse of problem 1026problem 1218plot the lot of problem 1025 to a scale of 1
use the coordinate method to compute the area enclosed by the traverse of problem 108problem 108using the compass
same as problem 1328 except the height is 64684 m and the geoid height is -28968 mproblem 1328the gnss determined
for a 38-km baseline using a dual-frequency receivera what static surveying method should be usedb for what time period
the gnss observed height of two stations is 124685 m and 89969 m and their orthometric heights are 153104 m and 118386
same as problem 1330 except the elevation is 686904 m and the geoid height is -22232 mproblem 1330the elevation of a
a network of differential levels is run from existing benchmark juniper through new stations a and b to existing
three horizontal angles were observed around the horizon of station a their values are 165deg0754 160deg2536 and
when measuring a distance ab the first taping pin was placed 10 ft to the right of line ab and the second pin was set