TRUE OR FALSE 1. Control surveys in the present require controls points on top of towers located at mountain summits in order to solve the problem of inter visibility between stations or triangulation networks. 2. A control line will always close on itself either within the topographic map or outside it. 3. Transverse with omitted measurements may be solved if there are 3 or more unknowns. 4. The variable “c” in the formula for stadia constant C=f+c is the half the length of the telescope.

Q: Below are the measured interior angles of a five-sided figure. Solution in this format: Given:…

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Q: AZIMUTH FROM NORTH COURSE LENGTH +N -S +E O*50' 296*06' 205 54' 135 20' CD 380.38 m 380. 34 5.53 DE…

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Q: 1. The figure below shows a sample loop traverse with the unadjusted field data. For letters a, b,…

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Q: a. Determine the distance of line 3-4 b. Determine the bearing of line 4-5

A: ASUME L AND ANGLE . TOTAL LATTITUDE AND DEPARTURE MAKE ITS SUM 0

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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Q: Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the…

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Q: Known that the maximum angular allowed error is 1 minute and the maximum allowed linear error is…

A: Solution From the coordinates of sS1 and S2 given find the azimuth of S1 and S2 Tan θ =…

Q: X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

A: Given:

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: A closed traverse

Q: A horizontal angle is measured by four different surveyors multiple times and the values reported…

A: Given that :- Surveyor Angleθ Number of observations 1 36°30' 4 2 36°00' 3 3 35°30' 8 4…

Q: A survey of a closed traverse ABC shows the following latitudes and departures: Line AB latitude…

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Q: The most probable value of the angle

A: Given data, Determine the probable value of the angle θ ? Surveyor and the observation number is…

Q: A surveying transcript of a closed traverse is defined by the vertices ABCDEFGHIJKL. Engr. Pot is…

A: Given data:- the departure of line CD = -124.25 the departure of line DE = 301.965 DMD of DE = 2 x…

Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data given Find: (a) Angular error (b) Traverse accuracy (c) Adjusted coordinate (d) Adjusted…

Q: A line AC with length 15cm is drawn in a contour map scaled 1:1000. The elevation at point A=980m…

A: Scale of Map = 1:1000 Length AC on ground = 1000 * 15 = 15000 cm…

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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Q: Four interior angles of a five-sided polygon traverse were observed as A = 110°4759", B =…

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Q: Balancing methods can be applied only when__ O a. Survey forms a closed circular traverse O b.…

A: To find out the balancing can be done from the following.

Q: Size of photograph

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: Given in the tabulation are the observed angles of a chain of triangles as shown in the accompanying…

A: Given :

Q: A traverse has the following survey notes. Using the transit rule, determine the adjusted length of…

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Q: Explain what we mean by a force and give examples of different forces.

A: Force- It is defined as a quantity that causes any object to undergo any motion. Mathematically it…

Q: 3700 500 3850 450 B 2700 450 630 3820 4 2900 175 1 3 А 2

A: The staff reading taken firstly as back is termed as Back sight (B.S.) The staff reading taken in…

Q: 9 Is Moving Average a local, focal, zonal or global raster operation? 10 The principle of Thiessen…

A: Moving average- It is obtained by taking the averages of the data over a period of time. It is used…

Q: You have been asked to determine the bottom of steel elevation for the Cuyahoga Valley National…

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Q: Leveling is the process of determining the elevation of points on, above or below the surface of the…

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Q: The interior angles of a triangular traverse were repeatedly measured, with the results shown below.…

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Q: Given the following tabulated data for a transit-tape close traverse survey Line AB having a bearing…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: DISTANCE (m) 607.66 AZIMUTH 86 35' 31°35' 137°10' 240 45' 284 45' UNKNOWN LINE А-В B-C 301.08 677.73…

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Q: What is the area of the following closed traverse? A B с D N 1326.485 1542.432 1227.488 1099.338 E…

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Q: 1) In the closed loop traverse given below find; c) Eastings & Northings Consider that the…

A: It is asked to find the easting and northing of given closed traverse.

Q: Given the adjusted latitude and departure of the closed traverse. Determine the length and direction…

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Q: If the distance between points (A) and (B) is ( 125 m) and these points have * difference elevations…

A: L= distance between point A and B =125m h= elevation difference=0.5m

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.