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For the closed traverse below, a. Compute the linear closure error. b. Compute the precision ratio...
1. Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the coursed of the traverse shown below. 2- Balance the latitudes and departure by using the compass rule. N C 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E 8993730 121°2930 0 PR: 524230 961130 23128 A320 A N 10000 E 10000 3 N:100.00 E-100.00...
N с Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the course of the traverse shown below. 1- 2- Balance the latitudes and departure by using the compass rule. 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E D 89937 12129 1038 E: 5242 PR: 9611 115.6 10000 E 100.00 N:100.000:100.00 All 79°43'10" N:...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the azimuth of Course V-W for the reference azimuth; it can be adjusted after initial computations as required. Given angles must be checked for angular closure and adjusted if necessary. Table 7-4. Refers to Prob. 7-17 thru 7-20. Int. Angle At Point Point Azimuth Dist....
The data in the table below is for a closed-polygon
traverse.
The data in the table below is for a closed-polygon traverse. Part A Course Azimuth Length Interior Angles Compute the preliminary bearings. AB BC 75°14'47" 422.838 A= 12°25'31" 380.225 B=48°19'25" 338.213 C = 126°37'24" 331.191 D= 46°03'36" 70.125 E=306°34'19" AzAB=75°14'47", AzBC=31334'09", Azcd=25°11'30", Azpe=116°10'00", Azea=224°49'19" AxAB=75°00'47", AxBC=303°00'09", AzcD=250°00'30", Axpe=116°00'03", AxbA=242°00'19" AZAB=57°14'47", AZBO=30334'09", Azcd=250°11'30", Azpe=116°15'03", AzEA=242° 49'19" AzAB=75°14'47", AZBC-303 34'09", AzcD=250°11'30", Azpe-116°15'03". AzEA=242° 49'19" Submit Previous Answers ✓ Correct Correct Part...
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Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data is provided in the sketch below for Questions 7-12. thru 7-16. Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the bearing of Course K-L as a reference bearing; it can be adjusted after initial computations as required. Given angles must be checked for angular closure...