Deparrtese Azimuth line Distanze frem. Latitude, Calcalated Comection Corected Coleulated Conrection Corectłed -352.41 South AB 99°45 60.4g -0-105 60.385-352-04 -0-370 357.20 - 0.084 -80•384 183.18 154 00' | 16464 a.286 164-354-80°30 BC 8 1-861 CD 430.0S242° 30198.57-0.345 198.225 +38.46 0.40) PA 425-18 35315-42223 Oi733-421.497+9997 0.052 50.022

Q: A camera with a focal length of 20 cm fitted in an aircraft is used for taking vertical aerial…

A: Given data- Focal length f=0.2 m, Height h=1200 m, S=1/8000, To Find- Height above MSL.

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

A:

Q: The result of a field survey of a closed traverse is shown in the figure. Check the traverse for…

A: GIEN TRAVERS:-

Q: The field notes of a closed traverse are the following, find the distance of line CD and line EA.

A: The following table shows the Latitude and Departure of the lines. Line Bearing Distance Latitude…

Q: What is sag in surveying

A:

Q: How stadia interval factor is determined?

A: The Stadia interval: The Stadia interval is defined as the ratio between the focal distance between…

Q: Locate the centroid y̅ of the area.

A: Following is the given area: Following is the given equation of y,

Q: O. Convert the arca 4.2 cm at a map (1/5000) in Don, Olk, m?

A: Given that:                      Area on map = 4.2 cm2Reperesentative factor of the map, RF = 15000

Q: The common tangent AB of a compound curve is 76.42-m, with an azimuth of 88°30'. The vertex V being…

A:

Q: Locate the centroid y̅ of the area.

A: We know,

Q: URVEYING #1

A: Given- Width of road (w)=9 mSide slope (n)=1.5:1

Q: Describe about the Spencer Charts method.

A: Spencer Charts Method is related to the method for finding Factor of safety for soil stability. It…

Q: How planimeter is useful for calculating irregular areas?

A: Planimeter: It is a device that is used for measuring areas of regular and irregular shapes which…

Q: ANGLE MEASURED VALUE ANGLE MEASURED VALUE 312 o' 24" 4759' 40" 137 10' 29" 57'02' 42" 1 00°40' 25"…

A: Given  Angles of a,b,c,d,e,f,g,h,i,j,k,l,m and n

Q: only SKETCH this traverse

A:

Q: 02. Draw a neat sketch (closed traverse) for this note book entry. D 55 40 C24 24 30E B22 10 A

A: Given:- The notebook entry is given  To determine:- Draw a neat sketch for the closed traverse

Q: Two straight lines intersect at an angle of 60°. The radius of a curve joining the two straight…

A: Radius, R =600m  Intersection angle =60 ° Find  length of long chord=? mid-ordinates=?

Q: compute the area of traverse using double meridian distance method

A:

Q: What is the stadia interval factor?

A: The Stadia is a technique for quick distance measurement using a telescope and a graduating rod. The…

Q: Lines Bearing Distances(m) АВ N 60-30 W 68.75 ВС N 80-30 E 125.90 СА

A: Given data in question  Bearing  Distances  Closed Traverse  To find out  Angle  Distance  Note…

Q: What is a latitude of a line? O a. none of the above O b. It is an orthographic projection of a…

A: Projection of line on North-South axis is called Latitude. It is considered positive on North axis…

Q: (c) SURVEY- PROBLEM, A surveyor measured the distance between two points marked on a plan drawn to a…

A: Given data- Scale 1 cm=1 m, Measured distance=50 m, Wrong scale 1 cm=0.5 m, Measured area = 60 m2,…

Q: From the ff data of measuring over level ground, determine the: a) b) c) Length of line BA Mean…

A:

Q: For the following traverse data, compute the estimated error in each angle if o, = ±3", o, = ±2", o,…

A: Given:- σr=±3"σp=±2"σt=σi=±0.005 ft To find:- does the traverse acceptable angular closures

Q: Find the point intersection of contour line 23.6 m with the grid between points have elevations 30.8…

A: given: Let elevation A point be  18.9 m B be the elevation = 30.8 m and the grid size be s = 11 m we…

Q: Locate the centroid y̅ of the area.

A: Draw the figure. From the figure, dA = y dx

Q: In the map of contour lines below, which two points are the same height? a) I-I OB) IV-V OC) I-I OD)…

A: Given- A contour map-

Q: Locate the centroid y of the area. (Figure 1) Express your answer to three significant figures and…

A:

Q: STA BS HI FS IFS ELEV BM1 3.92 328.7 0+00 3.3 1+00 3.8 2+00 2.8 3+00 2.5 TP1 4.37 5.03 4+40 3.8 5+00…

A:

Q: Sef Mem CALD B C AB BC CD DA Tength Bearinte SX 425 Lsino 2815 LCD LDA 159° 30.00 14.883. 221° 6200…

A:

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

A:

Q: Compute the area of the traverse data shown. LINES LATITUDE DEPARTURE DMD DOUBLE AREA -30 + 20 1-2 +…

A:

Q: 다 2 10 10 20 외 10

A:

Q: The accompanying tabulation gives elevations of points over the area of a 50 m by 60 m tract of…

A: Proportional distance formula is  ???????? = (highest elevation− contour elevation/highest…

Q: The RL of a point is 120 m and elevation of the instrument is 1 m. If a contour line of 119 m is to…

A: Given -  RL of point = 120 m Elevation of the instrument (h) = 1 m Elevation of contour line from…

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.