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Chapter 11 – Angles Errors and Mistakes Methods of Traversing

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Presentation on theme: "Chapter 11 – Angles Errors and Mistakes Methods of Traversing"— Presentation transcript:

1 Chapter 11 – Angles Errors and Mistakes Methods of Traversing
Techniques for: Intersections Offsets Prolonging and establishing lines Bypassing obstructions

2 Errors/Mistakes Errors Not level/not centered Pointing errors Settling
Wind Plumb bob too high Pointing errors Target size Heat waves Settling Imperfect vernier readings

3 Errors/Mistakes Mistakes Improper/insufficient leveling
Recording wrong numbers Transpose Wrong vernier/circle Improper sighting Using wrong motion Wrong tangent screw Motion not locked

4 Traversing Traverse: a series of points connected by lines of known direction and length E D A S38°15’E 315.62’ N68°54’E 502.43’ C B

5 Traversing Methods Interior Angle Traverse
Find direction of one side from N Occupy each station in turn Measure interior angles Measure distances A B C D E 141° 45’ SE: 180° - 141° 45’ = 38°15’ AB bears S 38°15’ E 86°26’ Dist AB = ’ 107°9’ BA bears N38°15’ W, Az = 321°45’ 321°45’ + 107°9’ - 360° = 68°54’ BC bears N 68°54’ E

6 Traversing Methods When all interior angles are known:
Check angular misclosure Total = (n-2)(180°) n = 5 Total = (5-2)(180°) = 540° A B C D E

7 Traversing Methods Deflection angle traverse
Usually used for route surveys Deflection from previous line Define direction for initial line Measure to point of change Prolong line, turn L or R 113° 12’ C A B 24° 53’ R D 31° 40’ L

8 Prolonging Lines Backsight, Plunge scope May be some error
Turn to Backsight Plunge again Line is halfway between

9 Traversing Methods Radiation Occupy central point Turn angles
Shoot Distances A B C D E

10 Offsets Establish parallel lines Determine angle by measurement
Fig 11-5, pg 208 Turn 90° from line Measure equal distances Find Intersection Determine angle by measurement Fig 11-6, page 209  = 2[arcsin(Chord/2*Fence)]

11 Establishing Lines Balancing In Random Lines
Points along a line – Fig 11-9, pg 211 Establish intermediate points B’, C’ on AE Similar triangles Random Points – Fig 11-10, pg 211 Use consistent deflection angle Angle at A = (Defl Angle at B)/2


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