Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop traverse. The coordinates of the station A are EA (2500) m and NA (3000) m. Determine: 1- The correct coordinates of all traverse stations. 2- Area enclosed by (ACBA). Interior angle Length Forward (m) azimuth BAE(114°35') AB(350) AB (124°0') AED(73°25) BC(700) EDC(241 40') CD(295) DCB(35°20') DE(245) CBA(75'0') EA(405) E D C N A B

Q: Course Azimuth AB 75°14'47" BC CD DE EA Length (m) 409.838 360.225 342.213 337.191 85.125 Interior…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: It is necessary to accurately determine the distance between survey stations R and S, which are…

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Q: Question 8 A survey is performed on a closed traverse as shown in the Figure below. Assume line AB…

A: A closed traverse ABCDEFA as shown in the figure.Where,Also,FB of AB (True east).To find: Azimuth…

Q: c) The following table gives the corrected latitudes and departures (in meters) of the sides of…

A: Using the DMD method and calculating the area of closed traverse PQRS:

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: Solution Since two bearings are missing, join stations D and F to form a closed traverse Find the…

Q: Surveying Question: A three sided closed traverse returns to the same point. The details of the…

A: Measured values of exterior angles of closed triangular traverse are given

Q: An instrument was set up over station 1, and sights between points A and C were taken. The…

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Q: SITUATION. A close traverse has error of closure of +0.68 in latitude, and +0.42 in departure.…

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Q: Length (m) Internal Correction Corrected angle Station Int. angle 17.098 130 18'45" | 102.925…

A: Interior included angle = Back bearing of the preceding line - fore bearing of succeeding line…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.