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What are the sources of instrumental errors in chain survey?

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Question ajoutée par Julius Jackson
Date de publication: 2016/09/01
mohamed ali
par mohamed ali , Survey Engineer , Zaki Farsi Group

(i) Compensating

(ii) Cumulative

Reynaldo Dizon
par Reynaldo Dizon , Resident Engineer , Railway Project Management Company

to be able to achieve the distance of two points (from the instrument to the point where the prism is located)

MUSTAFA RAMADAN ELSWIFY HASSAN
par MUSTAFA RAMADAN ELSWIFY HASSAN , Senior surveyor , الجرافات البحريه الوطنيه

- rough terrain

- temperature 

ايهاب جيلانى احمد الطيب الطيب
par ايهاب جيلانى احمد الطيب الطيب , SURVEYING ENGINEER , Geo Reference for surveying @ Mapping

* Temperature (refraction).

* Do not be periodically calibrated devices

* Error accumulation

* Difficult terrain

Santiago Trine
par Santiago Trine , Civil supervisor, and Land Surveyor , Samsung Saudi Arabia ltd. co.,Daewoo E&C,MMG , ABV rock group kb

1. Temperature

2.miss-calculation

3.miss-communication of chain man

4.terrain

Abdelmajid Ben Hadj Salem
par Abdelmajid Ben Hadj Salem , Consultant , ST2I

Systematic errors dues to the length of the chain.

Dotasara Pyarelal
par Dotasara Pyarelal , LAND SURVEYOR , SIX CONSTRUCT, AL BAWANI

There are two types of Errors that are commonly seen to occur in Chain Surveying.

1. cumulative error

2. compensative error

Subhas Halder
par Subhas Halder , Land Surveyor , WSP- International Middle east

Calibration of chain to be consider 

prajeesh PR
par prajeesh PR , Land Surveyor with Draughtman , Ruby soft tech (TVM Kerala), Locus Survey (Cochin Kerala ,Tamilnadu

work from whole to the part

Shahul hameed Nanumain babu
par Shahul hameed Nanumain babu , Senior Land Surveyor , Qatar Building Company

1. Instrument errors:

 A tape may be faulty due to a defect in its manufacturing or from kinking.

2. Natural errors.

            The actual horizontal distance between the ends of  the tape can vary due to the effects of

  • temperature,

  • elongation due to tension

  • sagging.

3. Personal errors.           

            Errors will arise from carelessness by the survey crew:

  1. poor alignment

  2. tape not horizontal

  3. improper plumbing

  4. faulty reading of the tape

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