A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the following angles: A= 60 degrees 53 minutes 30 seconds, B= 215 degrees 58 minutes 0 seconds, C= 65 degrees 10 minutes 10 seconds, D= 110 degrees 00 minutes 00 seconds, E= 86 degrees 58 minutes 45 seconds. Compute the angular error and adjust the angles as needed.

Q: The angles about a point R have the following observed values. A = 120°5’ 20”, B = 132°27’30”, and C…

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Q: A closed traverse has the following observed quantities. Line Distance (m) Bearing S 80°46' W АВ…

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Q: Q1/ The following staff readings in meter were obtained when leveling along the center line of the…

A: This can be solved by rise and fall method.

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: Using the given data from the close traverse shown: POINTS BEARING AB N 30° E BC S 45° E CA Due West…

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Q: The interior angles of a five-sided closed traverse were measured as shown in the figure. If all…

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Q: he following are bearings taken on a closed loop traverse. Compute the interior angles and correct…

A: The bearing is always below then the 90 degree and the bearing is always measure either from north…

Q: Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse…

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Q: 1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING…

A: Note: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question…

Q: QUESTION 1 (a) Line F/S B/S AB 53°30' 236°50' BC 165°20' 344°00' CD 116°30' 294 20 DE 236°30' 58°40'…

A: here difference of F/S and B/S of EA is exactly 1800. So F/S and B/S  of EA is correct and B/S of DE…

Q: Given the ff. deflection angles of a closed traverse. Assume bearing of line AB is S 40° E. Station…

A: Angle Deflection Angle A 85⁰20' B 10⁰11' C 83⁰32' D 63⁰27' E 34⁰18' F 72⁰56' G 30⁰45'

Q: Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV…

A: When the height of a point and also its vertical distance is generally has above or below the…

Q: Given the following deflection angles of a closed traverse. Assume bearing of line Ab is S. 40° E…

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Q: ANGLE TO THE RIGHT TRAVERSE. A five-sided closed tra- verse proceeds in a clockwise direction and…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: Complete the table below. C 118°37 105°22' Sta A B C D E 108° 28' E B 120°28¹ N30°00'W MERIDIAN…

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Q: Determine the elevation of station BM1 using c = 0.14 and k

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Q: The following are the observed data for an open compass traverse. Adjust the observed directions and…

A: Traverse- It is a series of lines along which the execution of the compass survey takes place. It is…

Q: The velocity field in a flow system is given by v = 2i + (x+y)j + (xyz)k. The acceleration of the

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A: Given, To determine, corrected bearing of each line

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: TRAVERSE. A five-sided closed tra- angle to follows; 5. ANGLE то THE RIGHT proceeds in a clockwise…

A: Steps for determining corrected angles Calculate the total sum of internal angles. Determine the…

Q: 3 The four-sided closed traverse shown in the figure below has the following interior angles and…

A: a. Perform a check for angular closure and if necessary, balance the angles by applying equal…

Q: riangulation stations A,B,C and D has the following observation angles. Angles: ACB=50° BAD=20°…

A: The triangulation survey is the method of measuring the distance between any two points may be at a…

Q: 1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING…

A: Latitude of a line is given by  L=lcosθand departure of a line is give by D=Isinθ where I and 8 are…

Q: Q3/ A survey line AB crosses a river. Line DF and CG are run perpendicular to the survey line having…

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Q: 1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A: Calculation of interior angle as given as,…

Q: A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE.…

A: Engineers use information such as lengths and angles between points and lines to determine how to…

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.