1. find the adjusted angle.
2. correct database on Bowditch method.
base on (2n-4)*90=720 n=no. of station
the sum of the mean angle =812 does not equal 720
(over by 087°43´01´´) all mean angles need to be adjusted
Conduct a closed traverse survey of four control points 1, 2, 3, 4, 5 and 6. The coordinates of control station 1. Control Statione Eastings (m) Northings (m) 14 829130.4354 822678.505- The allowable range is between (±40√n) seconds, where n is the total number of instrument positions.< Find the coordinates of points 2, 3, 4, 5 and 6 based on the traverse data. Correct the traverse data using Bowditch Method, if necessary. Bowditch Method: CorrAEAB Corr Correction LAB Length of side (A - B)< CorrANABAN L = Sum of Lengths, Perimeter (Geospatial Education Platform, 2016) E LAB ΣΕ LAB EL
WCB(1-2) 167°11'19" From Target Station Station 2 3 5 6 1 Horizontal Angle Face Left Reading 1 0°00'00" 3 134°54'55" 2 30°00'00" 4 142°11'33" 3 90°00'00" 5 172 18'01" 4 0°00'00" 219°49'54" 6 5 0°00'00" 90°38'47" 6 30°00'00" 2 80°06'50" Face Right Reading 180°00'19" 314°54'56" 210°00'19" 322°11'45" 270°00'23" 352°17'44" 180°00'15" 39°50'05" 180°00'20" 270°39'07" 209°59'53" 260°06'51" Distance (m) 21.821 7.102 7.116 9.213 9.214 9.906 9.906 13.052 13.041 10.730 10.740 21.840
J دیا 9 (ح)
Traverse Record Form Station 1 2 3 5 Target Station 6 2 1 3 2 4 3 5 4 6 5 1 6 720°00'00 Horizontal Angle Face Left Face Right Mean angle Reading Reading 030°00'00" 209°59'53" 080°06'50" 260°06'51" 050 06 50 050 06 58 050 06 5411 000°00'00" 180°00'19" 134°54'55" 314°54'56" 134°54 55 134 54137 134 54 46 030°00'00" 210°00'19" 142°11'33" 322°11'45" 112 11 33 122 17 26 234 28 5911 090°00'00" 270°00'23" 172°18'01" 352°17'44" 082 18 01 082 17 21 082°17′41 000°00'00" 180°00'15" 219°49'54" 039°50'05" 219 49 54-140°10'10" 000°00'00" 180°00'20" 090 38'47" 270°39'07" 090 38 471 090 381471 9013814711 adjusted angle Horizontal distance 10.740 21.840 21.821 7.102 7.116 9.213 9.214 9.906 9.906 13.052 13.041 10.730 Total
1. find the adjusted angle. 2. correct database on Bowditch method. base on (2n-4)*90=720 n=no. of station the sum of
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1. find the adjusted angle. 2. correct database on Bowditch method. base on (2n-4)*90=720 n=no. of station the sum of
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