Given the quadrilateral ABCD in tha accompanying figure.Assume that the observed interior angles have already been subjected to station and figure adjustments.If all triangulation stations were occupied and all lines observed in both directions, a) strength of figure factors

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

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Q: The data from a closed traverse ABCD are given in the table below: Line Included angle (in degrees)…

A: Given data,

Q: The figure shows the field data for a five-sided closed traverse. a. Determine the balanced Angle…

A: To find a. Determine the balanced Angle of C,  b. Compute the linear error of closure

Q: PROBLEM The baseline AB of a Triangulation system is equal to 400 m long Stations C and D are the…

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Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

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Q: B and C were observed from point A where the instrument was set up at a height of 1.25m. Point B and…

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Q: Find the azimuth and distance

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Q: Problem: Given in the tabulation are the measured length of each course and deflection angles of a…

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Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

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Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude…

A: We know that, The linear error of closure- E=√((ΣLAT)^2+(ΣDEP)^2 )   By Compass Rule-…

Q: REE - Apr. 2001 18. Determine the divergence of the vector: V= i(x) + j(-xy) + k(xyz) at the point…

A: Given data: Vector: V=iX2+j-XY+kXYZ at (3, 2, 1)

Q: 12. PROBABLE ERROR. A surveying instructor sent all the 10 students in his class out to measure a…

A: Answer Let us first calculate the Mean and Standard deviation of measurements Mean x =…

Q: 19. Using this data set explain how you could estimate how often control needs to exist if you want…

A: 19. To estimate how often control needs to exist to keep error ellipses and elevation coordinate…

Q: It was not possible to continue the chain line because of a pond. Hence, stations P andT were marked…

A: Consider the diagram as shown below.

Q: While measuring a survey line using a tape between two stations A and B intervened by a hill a.…

A: Option A is correct  Chaining free but vision gets obstructed .

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: 1. What is the linear error of closure? a. 0.113 b. 0.250 c. 0.045 d. 0.453 2. What is the balanced…

A: rror of latitudes:∑ Lat=415-210.16-204.51=0.33Error of Departures:∑…

Q: Q 31 The following Easting and Northing for a closed traverse is Station X (Easting) Y (Northing) 1…

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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: Q3: In the sample traverse figure below, calculate the angular error of closure, and balance the…

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Q: the linear misclosure the final coordinates of stations

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Q: Determine the error in each of the following flow nets. b) filts. Equipotential Lines Flow Lines…

A: Given data in question  Flow lines Equipotential lines Placement of well To find out  Errors in…

Q: How to compute for the Taped Distance and Percentage of Error? Show your solution.

A: Given data-

Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

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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: er. Linear error of closure is:

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Q: a. Difference in elevation between A and B b. Elevation of A

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Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: Engineering surveying If the magnetic declination in the area of ​​Christ is w' 6° 50, it is found…

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Q: Find the distance of AB = S (m) and azimuth (AB) in grad between two points whose coordinates are…

A: Given, Point X(m) Y(m) A 67452.79 42356.25 B 74523.65 64526.63

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

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Q: How many steps are involved in "elementary traverse computations? 4 6

A: There are five steps in making elementary traverse computation- (1) Adjustment of angles to fixed…

Q: In order to determine a tunnel between station A and B where the vision was obstructed between them,…

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Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.