COURSE LENGTH (m) BEARING AB 495.85 N 05° 30' E ВС 850.62 N 46° 02' E CD 855.45 S 67° 38 E DE 1020.87 S 12° 25 E EF 1117.26 S 83° 44' W FA 660.08 N 55° 09' W

Q: A. ADJUST THE GIVEN CLOSED COMPASS TRAVERSE LINE LENGTH OBSERVED BEARINGS FORWARD BACKWARD STA…

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Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

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Q: 24 / 9 \div 21 / 5

A: Calculate 21/5. The numerator and denominator do not have common factors to simplify.  Calculate…

Q: 4 ) Calculate Lattitude and departure for length 77 m and Azimuth 23 Degree

A: given data  length of line = 77 meter azimuth of line = 23 degree we have to find  departure = ?…

Q: a) a closed traverse survey involved measurements of angels (using theodolite) and distances between…

A: To Determine Closing errors in angular measurements and in northing and easting (of the sides) and…

Q: ne of sight horizontal, took rod reading at points B and C which is 300m and 80m from A…

A: Given:- reading at points B and C=300m and 80 m Rod at E Stadia interval = 2.25mVertical Angle =…

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

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Q: Why traverse closure is checked by computing the departure and latitude?

A: A closed traverse is one that either begins and ends at the same point or begins at points whose…

Q: To complete traverse computations, which of the following steps is to be carried out first? O a.…

A: In order to complete traverse computations, which of the following steps is to be carried out…

Q: solve for the adjusted latitude and departure using compass method or transit rule. (please show…

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Q: titude and Departure Given the observed data of a closed traverse, determine the latitudes and…

A: From given data, Lattitude of a line = LxCos(Ɵ) Departure of a line = LxSin(Ɵ) Where, L =…

Q: 14. ALTIMETER SURVEYS. Given the following data gathered from an altimeter survey: m; elevation of…

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Q: Q1) The following sketch include inverting readings of some stations. Calculate the elevations of…

A: Given that:

Q: Determine the latitude and departure of each course based on the observed data of a closed traverse.

A: Given data in question  Length  Bearing Closed traverse To find out  Latitude Departure

Q: Using the Transit Rule, what is the adjustment (correction) of latitude for the course with a…

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Q: Find the elevation of all the stations, determine the misclosure, and adjust the elevations in the…

A: Bench Mark : Bench Mark is a point of reference that is used as the basis for measuring the…

Q: C. Total closure in latitude (C.) and Total closure in Departure (Co). D. Computed Corrections for…

A: Note - As per our company guidelines we are supposed to answer only first three sub-parts. Kindly…

Q: Line Length Azimuth AB 357.20 99°45' BC 183.18 154°45' CD 430.05 242°30' DE 425.18 353°15' Using…

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Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: Use the following set of field notes to determine the average zenith angle of the set. Instrument @…

A: Average of Zenith angle = Sum of all angle/ no. Of angle

Q: If the elevation of a previous point is 89.9 m and the rod reading taken on that point is 1.27 m,…

A: BS=backsight  RL=elevation HI=height of instrument To find RL of line of sight at setup station

Q: Find the latitudes and departures of the following: 1. N 38° 30' E, 150.23 m. (SOLVED) 2. S 45° 10'…

A: Find the latitudes and departures

Q: Calculate Lattitude and departure for length 36 m and Azimuth 53 Degree

A: Given:- The magnitude of the length = 36 m  The azimuth value = 53 degree To determine:- The…

Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

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Q: azimuth to bearing: 74.062 degree 56.50 degree

A: to convert following angles from azimuth to bearing.

Q: Distance 85m Course Bearing S 12° E S 20° W N 350 W N 8° W N 25° E S 22° E АВ ВС 45m CD 63m DE 94m…

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Q: 6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m)…

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Q: Given the following technical description the traverse using COMPASS rule and Course Distance…

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Q: An engineer proceeded to do the stadia survey work to determine the topography of a certain area.…

A: Distances are read by recording the interval on a graded rod intercepted by two parallel cross hairs…

Q: Lines Latitude Departure AB -36.13 -25.77 ВС 74.56 -115.93 CD 12.82 0.39 DE 19.91 61.75 EA -68.4…

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Q: Compute the elevations of BM2? STATION BM 1 TP 1 TP 2 TP 3 TP 4 BM 2 BS 2.71 3.62 3.51 3.17 1.47 HI…

A: Given,

Q: Calculate Lattitude and departure for length 32 m and Azimuth 60 Degree

A: Given: Length of line, L=32 m Azimuth = 60 Degree   To find: Latitude and Departure

Q: Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point…

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Q: L 91 29 12 B R 268 31 06

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Q: The coordinates of control points A (1395.454, 1078.806), and L(1268.855, 1028.419). Calculate the…

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Q: Calculate the correction for departure of BC, using compass rule: Line Length (m) Consecutive…

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Q: How to get the adjusted latitude and adjusted departure?

A: The latitude and departure in the north direction are considered positive.

Q: Q2/In field work, vertical angles was measured from station A to stations B.C as show in table…

A: Height of line of collimation at point A= 25+1.3= 26.3 m Distance of point B and C from point = 80 m…