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Chapter:

Levelling

Which of following is not an instrumental error?

error due to imperfect adjustment error due to sluggish bubble error due to movement of objective slide settlement of tripod or turning points

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Introduction to Surveying

Chain Surveying & The Compass

Compass Traversing & Traverse Surveying

Levelling

Contouring

The Theodolite & Theodolite Traversing

Plane Table Surveying

Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels

Area Computation & Tacheometric Surveying

EDM

Curve Surveying

Triangulation

Survey Adjustments and Theory of Errors

Field Astronomy

Photogrammetric Surveying

Remote Sensing

Geographic Information System (GIS) & Topographic Maps

Global Positioning System (GPS)

Hydrographic Survey

Project Survey

Surveying Important Questions

When an instrument is at P the staff readings on P is 2.748 and on Q is 1.824 when instrument at Q the staff readings on P is 1.606 and Q is 0.928. Distance between P and Q is 1010 mts. R.L. of P is 126.386. Find the angular error in collimation adjustment of the instrument?

When an instrument is at P the staff readings on P is 2.748 and on Q is 1.824 when instrument at Q the staff readings on P is 1.606 and Q is 0.928. Distance between P and Q is 1010 mts. R.L. of P is 126.386. Find the angular error in collimation adjustment of the instrument?

Which of following is not an instrumental error?

Which of the following is a natural error?

Which of the following is not an instrumental error?

Levelling

Surveying

Guest
You need to login to ask any Questions from chapter Levelling of Surveying

Chapter:

Which of following is not an instrumental error?

settlement of tripod or turning points

All Chapters

Introduction to Surveying

Chain Surveying & The Compass

Compass Traversing & Traverse Surveying

Levelling

Contouring

The Theodolite & Theodolite Traversing

Plane Table Surveying

Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels

Area Computation & Tacheometric Surveying

EDM

Curve Surveying

Triangulation

Survey Adjustments and Theory of Errors

Field Astronomy

Photogrammetric Surveying

Remote Sensing

Geographic Information System (GIS) & Topographic Maps

Global Positioning System (GPS)

Hydrographic Survey

Project Survey

Surveying Important Questions

Similar Question

Guest You need to login to ask any Questions from chapter Levelling of Surveying

Chapter:

Which of following is not an instrumental error?

settlement of tripod or turning points

All Chapters

Introduction to Surveying

Chain Surveying & The Compass

Compass Traversing & Traverse Surveying

Levelling

Contouring

The Theodolite & Theodolite Traversing

Plane Table Surveying

Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels

Area Computation & Tacheometric Surveying

EDM

Curve Surveying

Triangulation

Survey Adjustments and Theory of Errors

Field Astronomy

Photogrammetric Surveying

Remote Sensing

Geographic Information System (GIS) & Topographic Maps

Global Positioning System (GPS)

Hydrographic Survey

Project Survey

Surveying Important Questions

Similar Question

When an instrument is at P the staff readings on P is 2.748 and on Q is 1.824 when instrument at Q the staff readings on P is 1.606 and Q is 0.928. Distance between P and Q is 1010 mts. R.L. of P is 126.386. Find the angular error in collimation adjustment of the instrument?

Which of following is not an instrumental error?

Which of the following is a natural error?

Which of the following is not an instrumental error?

Levelling

Surveying

Guest
You need to login to ask any Questions from chapter Levelling of Surveying