Surveying - Module II - compass surveying

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Information about Surveying - Module II - compass surveying

Published on June 6, 2016

Author: shamjithkeyem

Source: slideshare.net

1. OPTC Edavanna Page 1 MODULE II : Compass surveying 1. Explain the concept of traverse? What is closed and open traverse? Traversing is the type of survey in which a number of connected survey lines forms the frame work. The directions and length of survey lines are measured using suitable instruments. 2. Define compass surveying? Compass surveying is the type of surveying in which the direction of the survey lines are measured with a compass and the length of the survey lines are measured with a tape or chain in the field. 3. Write the names of the instruments used in compass surveying? (i) Instruments for the direct measurement of directions: a) Surveyor’s compass b) Prismatic compass. (ii) Instruments for the measurement of angles: a) Sextant b) Theodolite 4. What is mean by bearing? Bearing is the horizontal angle between the meridian and one of the extremities of line. They are of three types 1. True bearing 2. Magnetic bearing 3. Arbitrary bearing 5. What is mean by fore bearing and back bearing? Fore bearing: If the bearing of line AB is measured from A towards B (direction of the progress) Back bearing: If the bearing of line AB is measured from B towards A Closed traverse: Survey lines forms a closed figure or circuit. Orphanage Polytechnic College, Edavanna REVISION PACKAGE Surveying - I ( Revision 2015) Open traverse: Survey lines forms an open figure. eg: canal, roads, etc

2. OPTC Edavanna Page 2 6. What is mean by local attraction? What are its sources? It is a term used to denote any influence, such as magnetic substances, which prevents the needle from pointing to the magnetic north in a given locality. Sources of Local attraction • Magnetic ore, Wire carrying electric current • Steel structures. Iron pipes • keys, High voltage transmission line • Electric pole etc. 7. Briefly explain how local attraction is detected and eliminated? Detection : By observing F.B & B.B , and checking whether the difference 1800  There is local attraction We confirm the local attraction only if the difference is not due to observational or other personal or natural errors. If ( FB - BB ) = 180, then the bearings measured in that station is free from local attraction. If detected, that has to be eliminated Correction: Two methods (1) First method (2) Second method First method:  Find the included angles  Sum of the included angles = (2n-4) x 90 , n – number of lines  If not, then distribute the total error equally to all interior angles of the traverse  Then starting from unaffected line the bearings of all other lines are corrected using corrected included angles Second method:  Find the Unaffected line  Then, Starting from the unaffected line, the bearing of other affected lines are corrected by finding the amount of correction at each station. 8. What is mean by closing error in closed traverse? State the methods of adjusting of closing error? When a closed traverse is plotted, the finishing and starting points may not coincide. The distance by which the traverse fails to close is called closing error • If the closing error exceeds a permissible limit ( 15’√ , NNumber of stations) the field work should be repeated. • If it is within permissible limits, it can adjusted graphically by Bowditch’s rule.

4. OPTC Edavanna Page 4 11.The following are the bearings taken on a closed traverse. Compute the interior angles and correct them for observational errors. Assuming the observed bearing of the line CD to be correct, adjust the bearing of the remaining sides. Ans: Theoretically, Sum of the included angles = (2n-4) x 90= 540 Error = -25’  Correction = +25’ Five included angles Apply +5’ correction for all included angles 12.Draw a neat sketch of a prismatic compass and identify the parts. Line F.B B.B AB 800 10’ 2590 0’ BC 1200 20’ 3010 50’ CD 1700 50’ 3500 50’ DE 2300 10’ 490 30’ EA 3100 20’ 1300 15’ Line F.B B.B included angle AB 800 10’ 2590 0’ ∠ A = 500 5’ BC 1200 20’ 3010 50’ ∠ B =1380 40’ CD 1700 50’ 3500 50’ ∠ C = 1310 DE 2300 10’ 490 30’ ∠ D = 1200 40’ EA 3100 20’ 1300 15’ ∠ E = 990 10’ Sum of included angles = 539035’ Line F.B B.B included angle AB 800 40’ 2600 40’ ∠ A = 500 10’ BC 121055’ 3010 55’ ∠ B = 1380 45’ CD 1700 50’ 3500 50’ ∠ C = 1310 5’ DE 2300 5’ 500 5’ ∠ D = 1200 45’ EA 3100 50’ 1300 50’ ∠ E = 990 15’ Sum of included angles = 5400

5. OPTC Edavanna Page 5 13.The following bearings were observed with a compass. Calculate the interior angles: Ans: 14.What do you mean by : (i) True bearing of a line (ii) Isogonic line (iii) Agonic line (iv) Magnetic bearing (v) Magnetic declination (vi) Magnetic dip True bearing of a line: It is the horizontal angle between the true meridian and a survey line. It is also called as azimuth of the line. Isogonic line: It is the line drawn through the points of same declination Agonic line: It is the line joining points of zero declination Magnetic bearing: The angle between the magnetic meridian and a survey line is known as magnetic bearing. It changes with time. Magnetic declination: The horizontal angle b/w the magnetic meridian and true meridian. They are of two types, eastern and western declination. Magnetic Dip: Due to the magnetic influence of the earth, the needle does not remain in the balanced position. This inclination of the needle with the horizontal is known as the dip of the magnetic needle. 15.Following fore and back bearings were observed in running a traverse. At what stations do you suspect local attraction and determine the corrected bearings. Line F.B B.B AB 450 45’ 2260 10’ BC 960 55’ 2770 5’ CD 290 45’ 2090 10’ DE 3240 48’ 1440 48’ Line F.B AB 640 30’ BC 1300 0’ CD 470 50’ DE 2100 30’ EA 3100 30’

6. OPTC Edavanna Page 6 Ans: 16.Observed bearings are given below. Determine the corrected included angles? Line F.B B.B AB 1500 30’ 3290 45’ BC 780 0’ 2560 30’ CD 420 30’ 2230 45’ DE 3150 45’ 1340 15’ EA 2200 15’ 400 15’ Ans:

7. OPTC Edavanna Page 7 17.The value of magnetic declination at a place is 50 20’ W. convert the magnetic bearings into true bearings (1) S 460 20’ E (2) S 780 40’ W Ans: (1) TB = MB Declination TB = MB - Declination = S (460 20’ - 50 20’ ) E = S (410 ) E (2) S 780 40’ W TB = MB – Declination = S (780 40’ - 50 20’ ) W = S (730 20’) W 18. Find the magnetic bearing of the lines from the following true bearing and declination Ans: Line AB Line PQ Line True bearing Declination AB 480 12’ 40 08’ E PQ S 100 12’ W 20 04’ W

8. OPTC Edavanna Page 8 19.The following bearings were observed in traversing with a compass at a place where local attraction was suspected. At what station do you suspect local attraction? Determine the corrected bearings of the lines. ans: Line F.B B.B AB 800 30’ 2600 30’ BC 320 15’ 1730 0’ CD 1060 15’ 2080 0’ DE 990 0’ 2800 0’ EA 2090 30’ 290 30’

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