Describe method of measuring distances on ground using chain and arrows.

Describe method of measuring distances on ground using chain and arrows.
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1 Answer

Answer :

Method of measuring distances on ground.

1. Mark the position of survey stations whose distance is to be measured using wooden peg. (say A and B)

2. now, ranging is done if distance is more than one chain length(say C) to locate intermediate point.

3. Unfold the chain by taking both handles in a hand and throw it along line AB.

4. Remove peg and fix arrow at starting station A. fix arrow in groove of handle tightly.

5. Now, give jerks to the chain to open connected ring and links.

Also, keep another arrow at far end of chain

6. Measure the distance using brass ring and brass Talley’s provided at each 1m and 5m resp.

7. To measure further distance, chain is pulled longitudinally and fixed the handle in groove.

8. Repeat the procedure till chain reaches at station B. Thus total horizontal distance will be equal to addition of distances measured of each parts.


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Related questions

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Description : State the uses of following instruments in survey: i)Cross staff ii) Chain iii) Pegs iv) Arrows

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Last Answer : 1. If A and B are the two points on sloping ground, for which horizontal distance is to be measured. 2. Unfold the chain. By touching handle to station A, stretch it up to maximum possible ... 6. Thus total horizontal distance on sloping ground is calculated as d(AB) = L1+L2+L3 in meters.

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Description : Describe back sighting method of orientation of plane table surveying.

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Description : Describe in brief resection method of plane table surveying.

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Description : What consideration would you have while selecting survey stations and survey lines in a chain survey?

Last Answer : Following points to be considered while selecting survey stations and survey lines 1) Main survey station should be mutually visible. 2) All triangles should be well conditioned. 3) The survey line should lie ... of the area so as to form the frame work of triangles on it to cover maximum area. 

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Description : A 20m chain was found to be 6cm too long after chaining a distance of 1059m. It was found to be 9cm too short after chaining at the end 1985m. If the chain was correct before commencement of work find the true distance.

Last Answer : Given : Line ABC, AB=1059m, AC=1985m  L= 20m, No error at start, 0.06m too long at B,  0.09m too short  Find : True distance of AC = ? Solution : For part AB L = Length of chain= 20 m e = Average ... Total true distance of AC = True distance of (AB + BC)  = 1060.59 m + 922.52 m  = 1983.11 m

Draw a neat labeled sketch of 30m chain.

Description : Draw a neat labeled sketch of 30m chain.

Last Answer : neat labeled sketch of 30m chain

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Description : State the procedure to find the foot of the perpendicular on the chain line to take the offset. 

Last Answer : Ans: By cross staff 1. The cross staff is held vertically on the chain line where the offset is likely to occur. It is turned until one pair of opposite slits is directed to the ranging rod ( say ... the ranging rod at B. 3. The point P1 vertically under the instruments is required point. 

Explain Procedure for chain and compass traversing.

Description : Explain Procedure for chain and compass traversing.

Last Answer : Chain and compass traversing : 1) Reconnaissance of the area to be surveyed is done. 2) Traverse stations are fixed. 3) The F.B and B.B of the traverse are measured by prismatic compass and ... occur when the traverse is plotted. 6) This error is adjusted graphically by using Bowditch Rule'. 

Explain principle of chain surveying

Description : Explain principle of chain surveying 

Last Answer : 1) Principle of chain surveying is triangulation 2) Triangulation consists of frame work of triangles. The whole area is divided into network of triangles. 3) A triangle is the only simple plane ... to be adopted depends upon the shape & configuration of the ground & the natural obstacles. 

State the situations under which chain survey is most suitable

Description : State the situations under which chain survey is most suitable

Last Answer : Situations under which chain survey is most suitable 1) It is suitable for moderately small areas 2) When the ground is fairly level with simple details ( free from obstructions such as trees, building, poles etc ) 

State any four precautions to be taken while selecting stations for chain surveying.

Description : State any four precautions to be taken while selecting stations for chain surveying.

Last Answer : Following are the precautions to be taken while selecting station for chain surveying. 1) As far as possible the survey work should be based upon the basic principle of surveying i.e. working from whole to ... level ground. 9) The survey lines should run as far as possible nearer to object.

The length of line measured by 20 m chain was found to be 751 m. The chain was tested before start of measurement and was found correct. The chain was again tested after measurement and was found 6 cm too short. What shall be the correct length of line ?

Description : The length of line measured by 20 m chain was found to be 751 m. The chain was tested before start of measurement and was found correct. The chain was again tested after measurement and was found 6 cm too short. What shall be the correct length of line ?

Last Answer : Given Data: Standard length of chain (L)= 20m Measured Length (M.L.) = 751 m Error before start of measurement = 0.0 Error after measurement = 6 cm = 0.06 m To Find: Actual length or Correct length Solution: ... (L'/L)  = (751) x (19.97/20)  = 749.87 Correct length of line is 749.87 m

Draw the sketch of chain triangulation and label different lines.

Description : Draw the sketch of chain triangulation and label different lines.

Last Answer : AB – Base line AC, CD, DE, AE, EB - main survey lines DD’ – Check line. ab – Tie line.

A 20 m chain was found to be 10 cm too short after chaining 1000 m It was found to be 20 cm too short after chaining 1800 m. If the chain was correct before commencement of the work find the true distance.

Description : A 20 m chain was found to be 10 cm too short after chaining 1000 m It was found to be 20 cm too short after chaining 1800 m. If the chain was correct before commencement of the work find the true distance.  

Last Answer : Average error in chain for 1000 m length = (0 + 10) / 2 = 5 cm = 0.05 m too short True length up to 1000 m = (20 - 0.05) x 1000 / 20 = 997.5 m. Average error in chain from 1000 m to 1800 m length = (10 ... 1800 m length = (20 - 0.15) x 800 / 20 = 794.0 m. True distance = 997.5 + 794 = 1791.5 m.

Draw a "well labelled diagram of 30 m metric chain & state the function of swivel joint & oval rings.

Description : Draw a "well labelled diagram of 30 m metric chain & state the function of swivel joint & oval rings.

Last Answer : Swivel joint: To turn the handle without twisting the chain. Oval ring: To provide flexibility and fold the chain.

Enlist the factors affecting on selection of survey station or survey line in chain survey.

Description : Enlist the factors affecting on selection of survey station or survey line in chain survey.

Last Answer : Following are the factors affecting on selection of survey station for chain surveying. 1) As far as possible the survey work should be based upon the basic principle of surveying i.e. working from whole ... level ground. 9) The survey lines should run as far as possible nearer to object.

The length of line measured with a chain was found to be 250m. Calculate the true length of line if i) The length was measured with 30 m chain and the chain was 10cm too long and ii) The length of chain was 30 m in the beginning and 30.10 m at the end of the work.

Description : The length of line measured with a chain was found to be 250m. Calculate the true length of line if i) The length was measured with 30 m chain and the chain was 10cm too long and ii) The length of chain was 30 m in the beginning and 30.10 m at the end of the work. 

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Write any four advantages of intersection method of plane tabling over radiation method of plane tabling.

Description : Write any four advantages of intersection method of plane tabling over radiation method of plane tabling.

Last Answer : Advantages of intersection method: 1. Interection method requires less ground distance measurement than radiation method. 2. By this method we can locate inaccessible points which cannot be ... to radiation method, intersection method eliminates undulation error, bisection error and plotting errors.

Draw sketch and explain method of traversing of plane table surveying.

Description : Draw sketch and explain method of traversing of plane table surveying. 

Last Answer : Procedure: 1.Set plane table over station A use plumbing fork for transferring station point from ground on sheet. Draw the direction of magnetic meridian with the help of compass. 2. With the ... scale Similarly, the table can be set at other successive station and traverse is completed.

Define orientation. State two methods of orientation. Which method is most accurate and why?

Description : Define orientation. State two methods of orientation. Which method is most accurate and why? 

Last Answer : Orientation is the process of keeping plane table in same position as that is occupied in previous station. Methods of orientation: i) Magnetic meridian method using trough compass ii) Back ... and not by using trough compass. Therefore there is no error occurring due to local attraction.

Explain the radiation method of plane table survey with neat sketch.

Description : Explain the radiation method of plane table survey with neat sketch. 

Last Answer : This method is used when all the points to be plotted are visible from single instrument station. Steps are: 1. Select a suitable point P on the ground such that all the details are visible from it. 2. Center and ... , pc, pd, pe respectively. Join a, b, c, d, and e to give the outline.

Compare Rise & Fall method and H.I. method.

Description : Compare Rise & Fall method and H.I. method. 

Last Answer : Sr.No.  Rise and Fall Method  H.I. Method  1 It is slow and more tedious.  It is more rapid and less tedious  2 It is laborious as it involves more calculations.  It is simple ... .S.- ΣF.S=ΣRise-Σfall =Last RL-First RL Arithmetical check ΣB.S.- ΣF.S=Last RL-First RL 

Explain ‘Intersection Method’ of plane table surveying with neat sketch. Also give situation when intersection method is used.

Description : Explain ‘Intersection Method’ of plane table surveying with neat sketch. Also give situation when intersection method is used.

Last Answer : 1. Lay out a base line AB and measure it and Plot a distance ab' on sheet using any scale. 2.Set up instrument at A' with a' over A' 3.Orient the table by placing alidade ... the case of the survey of mountainous country. 5. The only linear measurement required is that of a base line.

Explain Orientation of plane table by Back-sighting Method.

Description : Explain Orientation of plane table by Back-sighting Method.

Last Answer : Ans:- The method of setting up the plane table at each of the successive stations parallel to the position it occupied at the starting station is known as an Orientation. Orientation must be done when ... and bisection of the ranging rod at a are perfect then orientation is said to perfect.  

Compare collimation plane method and rise and fall method of reduction of levels.

Description : Compare collimation plane method and rise and fall method of reduction of levels.

Last Answer : The comparison between collimation plane method and Rise and fall method is given below. Collimation plane method Rise and Fall method 1 1. It is rapid method as it involves few calculations. ... Arithmetic check in this method is ΣBS - ΣFS = ΣRise - ΣFall = Last RL - First RL

Explain with neat sketch the procedure of radiation method of plane tabling.

Description : Explain with neat sketch the procedure of radiation method of plane tabling.

Last Answer : 1. The table is set at suitable station e.g. P from where all stations can be sighted and measured. 2. After centering and leveling, mark station P as P' on sheet. 3. Suppose stations A, B, C, and D are ... marked as pa. 5. Similarly station B, C and D are bisected and marked as b, c and d.

What is orientation of plane table? State the procedure of any one method of orientation.

Description : What is orientation of plane table? State the procedure of any one method of orientation.

Last Answer : Orientation of plane table: It means placing table in parallel positions at all stations (or at successive station) 1. Orientation using trough compass: Here north direction is marked at first station ... rotated till ranging rod at previous station is exactly bisected. The table is then clamped. 

With neat sketch, explain the included angle method of plotting compass traverse.

Description : With neat sketch, explain the included angle method of plotting compass traverse. 

Last Answer : 1. Calculate all included angles of the traverse from observed bearings of the lines. e.g. <A, <B, <C, <D, <E  2. Check sum of included angles as equal to ( ... coincide with starting station (in case of closed traverse). If there is closing error, it needs to be corrected. 

Differentiate between 'H.I. method' and 'Rise and Fall method' with respect to time, checks, application and simplicity.

Description : Differentiate between 'H.I. method' and 'Rise and Fall method' with respect to time, checks, application and simplicity. 

Last Answer : Sr. No. Point of difference H.I. method Rise and fall method 1 Time Less time required for calculations of RLs. More time is required for calculations ... simple, rapid involving less calculation.  Involves several calculations hence more laborious and time consuming.

Explain intersection method of plane survey.

Description : Explain intersection method of plane survey.

Last Answer : Intersection method of plane tabling 1. Lay out a base line AB and measure it and Plot a distance ab' on sheet using any scale. 2.Set up instrument at A' with a' over A' 3.Orient the table by ... sighted rays bd, bg, bf, bc are drawn to determine points intersection, d, g, f, c.

What is meant by orientation? Explain orientation by back sighting method

Description : What is meant by orientation? Explain orientation by back sighting method

Last Answer : Orientation: The method of setting up the plane table at each of the successive stations parallel to the position it occupied at the starting station is known as orientation. Orientation by back sighting: ... ranging rod at A are perfect, then the orientation is said to be perfect.  

What is meant by closing error? Explain graphical method of adjustment of closing error.

Description : What is meant by closing error? Explain graphical method of adjustment of closing error.

Last Answer : Closing error: The distance by which the traverse fails to close is called closing error. Step 1 ) Draw a horizontal line AA1 Equal to the length of perimeter of the traverse to a suitable scale 1) Mark ... 6) Join the the new points which gives the closed traversed. A, B, C,D and A.

Differentiate between plane of collimation and rise and fall method.

Description : Differentiate between plane of collimation and rise and fall method.

Last Answer : S.N Rise and fall method Plane of collimation 1 It is slow and more tedious. It is more rapid and less tedious  2 It is laborious as it involves more calculations. It is simple ... .S.-ΣF.S=ΣRise-Σfall =Last RL-First RL Arithmetical check ΣB.S.- ΣF.S=Last RL-First RL

Enlist method of ranging and explain any one in brief.

Description : Enlist method of ranging and explain any one in brief.

Last Answer : Ranging The method of establishing intermediate points on a straight line between the two fixed points is known as ranging. It is done before chaining started. It may be done by eye or by using some ... which are nearer to line AB. Repeat same process until points M and N are established.

Describe with neat sketch, the optical square and explain its principle.

Description : Describe with neat sketch, the optical square and explain its principle.

Last Answer : Principal of optical square :- the angle between the first incident ray and the last reflected ray is twice the angle between the two mirrors OR If there are two plane mirrors whose reflecting surfaces ... is 450 while that between the first incident ray and last reflected ray is 900 .  

Describe quadrantal bearing system. State the purpose it is used.

Description : Describe quadrantal bearing system. State the purpose it is used. 

Last Answer : Quadrantal Bearing - 1. The magnetic bearing of line measured clockwise or anticlockwise from north or south pole whichever is nearer. 2. These bearings are also called as reduced bearings. 3. ... lines in a closed traverse. 2. It is used to calculate back bearing for respective quadrants.

State and describe the types of offsets.

Description : State and describe the types of offsets. 

Last Answer : 1. Perpendicular offset- When the offset is taken at 900 to the survey line, then it is known as perpendicular offset. 2. Oblique offset- When the offset is taken at an angle other than 900 ( ... when offset is set by swinging chain or tape to survey line, such formed offset is called Swing offset.

Describe the procedure of indirect ranging.

Description : Describe the procedure of indirect ranging.

Last Answer : Procedure of indirect ranging. 1. If two stations i.e. A and B are not visible, then two intermediate points M1 and N1 are selected such that both stations will be intervisible from it. 2. ... continued till final points M and N are in line with AB, thus, ranging is said to be completed.

Describe instrumental errors in leveling.

Description : Describe instrumental errors in leveling.

Last Answer : The leveling process requires two instruments namely level and staff. The instrumental errors related to these are1. Error due to imperfect permanent adjustment: When the instrument is not in perfect ... the leveling staff may not be perfect. These errors can be neglected for ordinary work.

Describe in brief errors in levelling.

Description : Describe in brief errors in levelling. 

Last Answer : The sources of error in levelling are as below 1) Instrumental errors: Error due to imperfect adjustment, Sluggish bubble, Faulty Focusing tube, Erroneous leveling staff. 2) Personal errors: ... length. Use umbrella to shelter the instrument, use sun shade, avoid levelling work during wind. 

Describe in brief profile levelling.

Description : Describe in brief profile levelling.

Last Answer : The operation of taking levels along the center line of any alignment at regular interval is called longitudinal or profile levelling. Along the alignment, spots are marked at regular interval ... the points are plotted against their chainage to obtain ground profile along the alignment.

Describe in brief errors in plane table survey.

Description : Describe in brief errors in plane table survey.

Last Answer : 1) The board not being horizontal. 2) The table not being accurately centered. 3) The table not being Correctly oriented. 4) The objects not being sited accurately. 5) The alidade not being ... through the station point. 7) Inaccuracy in plotting. 8) The expansion and contraction of the paper.

Describe in brief errors in compass survey.

Description : Describe in brief errors in compass survey.

Last Answer : Errors in Compass Surveying. The errors are classified as: 1. Instrumental errors. 2. Personal or Observational errors. 3. Errors due to External Influences (Natural errors etc.).  (1 ... in magnetic declination. (iii) Local attraction due to proximity of electric lines, steel structures etc.

Describe in brief obstacles in chaining.

Description : Describe in brief obstacles in chaining.

Last Answer : There are 3 types of obstacles 1. Obstacle to ranging 2. Obstacle to chaining 3. Obstacle to both ranging & chaining. 1) Obstacle to Ranging: The type of obstacle in which the ... type of obstacle the problem lies in prolonging the line beyond the obstacle & determining the distance across it.

Describe in brief with neat sketch: i) Base line ii) Check line

Description : Describe in brief with neat sketch: i) Base line ii) Check line

Last Answer : i) Base line:  Base line is generally the longest line running roughly through the middle of the area. It is laid on a level ground as far as possible. The whole frame work is built upon this line. ... on the opposite side or a line joining some fixed point on any two sides of the triangle.