Describe in brief primary classification of surveying

1 Answer

Answer :

Primary Classification

Geodetic Survey

The geodetic surveying is that type of surveying which takes into account the curvature of earth’s surface. It is generally adopted for large area (more than 250 Sq.Km). A line connecting two points is regarded as an arc. The distance between two points is corrected for the curvature and then it is plotted on the plan.

The geodetic surveying deals with fixing widely spread control points, which may afterwards used for fixing minor control points for plane survey. It is performed by government agencies. In India it is done by Great Trignometrical Survey Department (G.T.S). It is carried out with high degree of precision and accuracy.

Plane Survey  

Plane surveying is that type of surveying which does not take into account the curvature of the earth, and the surface of the earth is treated as plane surface. When we deals with only small portion of earth’s surface , the above statement is justified. Plane survey is carried out for small areas (upto 250 Sq.Km). Measurements plotted will represent the projection on the horizontal plane of the actual field measurements.
The degree of accuracy is comparatively low. It involves plain trigonometry. Plane survey can be carried out by any agency concerned.
Plane survey are done for engineering projects on large scale such as Bridges, Dams, Location and Construction of canals, highways, railways etc.

Related questions

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Description : The process of surveying is therefore in three stages namely:

Last Answer : (i) Taking a general view This part of the definition is important as it indicates the need to obtain an overall picture of what is required before any type of survey work is undertaken. In ... of quantities, datasheets, drawings and in land surveying maps and plan showing the features on the land.

Description : Tacheometric Surveying

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Description : Define surveying & state its objectives

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Last Answer : 1) Plane surveying is used for measuring small distance. 2) When area is less than 260 km2, plane survey is normally done. 3) When desired accuracy is less, plane survey is done.

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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. 

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Description : Enlist different errors in compass surveying.

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

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Description : Describe in brief errors in levelling. 

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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.

Description : Describe in brief errors in plane table survey.

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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.

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

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Description : Describe in brief process of chaining on sloping ground.

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Description : Explain in brief linear measurements using: {i) Chaining (ii) Digital Tape

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

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Description : Explain in detail classification of survey. 

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Description : State the classification of surveys based on i) The nature of the field of survey. ii) The object of survey. 

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

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Description : Describe stepping method of chaining on sloping ground.

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.

Description : State and describe the types of offsets. 

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Description : Describe the procedure of indirect ranging.

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

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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.

Description : State the classification of surveying based on nature of field. 

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Description : As used in survey

Last Answer : It's the operation of changing the face of telescope from left to right and vice versa.

Description : Explain the temporary adjustments of prismatic compass.

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Description : State the fundamental axes and mention their relationship for a dumpy level.

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

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Description : What are offsets? How are they taken and recorded? Explain with sketch.

Last Answer : Offsets are lateral measurement to the base line. They are Located by judgment if short And by instruments (optical square or cross staff) if long and measured by metallic tape and shown with their chainages on base line

Description : Define fly leveling and profile leveling

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Description : Define : 1) Bench mark 2) Datum surface 3) Line of collimation 4) Change Point 

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Description : State the situation where plane table is suitable. 

Last Answer : 1) It is most suitable for preparing small scale maps 2) It is suitable in magnetic are where compass survey is not reliable 3) It is most suitable for filling in details between stations fixed by triangulation 4) It is suitable where accuracy is not required.

Description : How would you detect presence of local attraction at a place ?

Last Answer : The presence of local attraction may be detected by finding difference of FB & BB of the line. If the fore bearing and back bearing difference is 1800 then there is no local attraction at both ... difference is not equal to 1800 then there is local attraction at both or any one station. 

Description : Define: WCB and Quadrantal Bearing system

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