Chapter:
Geographic-Information-System-(GIS)-
1. The area of figure from ordinate rule can be determined as__________
2. Find area of traverse using Simpson’s rule if d= 12 m and values of ordinates are 2.25m, 1.46m, 3.23m, 4.46m.
3. A tacheometer is setup at an intermediate point on a traverse course PQ and following observations are made on a staff held vertical. Staff Station Vertical Angle Staff Intercept Axial Hair Readings P + 9o30′ 2.250 2.105 Q + 6o00′ 2.055 1.975 The constants are 100 and 0. Compute length PQ and reduced level of Q. RL of P = 350.50 m.
4. In subtense bar method, horizontal angle subtended by two targets fixed on a horizontal bar at a known distance apart is measured at instrument station by odolite.
5. Which of horizontal hairs are equivalent in stadia diaphragm of tacheometer?
6. Following observations were taken with a tacheometer fitted with an anallactic lens having value of constant as 100.
| Inst. Station | Staff station | Reduced bearing | Vertical angle | Staff reading |
|---|---|---|---|---|
| O | P | N37W | 412 | 0.910, 1.510, 2.110 |
| O | Q | N23E | 542 | 1.855, 2.705, 3.555 |
Calculate horizontal distance between P and Q.
7. Distance and elevation formulae for fixed hair method assuming line of sight as horizontal and considering an external focusing type telescope is D = Ks + C. where K is ___
8. If ground is undulating, rough, difficult and inaccessible. Under se circumstances _____ methods are used to obtain distances.
9. The calculation of area by ordinate rule and Simpson’s rule will come under which category?
10. Calculate area by mid-ordinate rule if value of d = 2m and ordinates are given as 24.69m, 42.96 m, 26.74m.
All Chapters
View all Chapter and number of question available From each chapter from Surveying
Introduction to Surveying
Introduction to Surveying
Chain Surveying & The Compass
Chain Surveying & The Compass
Compass Traversing & Traverse Surveying
Compass Traversing & Traverse Surveying
Levelling
Levelling
Contouring
Contouring
The Theodolite & Theodolite Traversing
The Theodolite & Theodolite Traversing
Plane Table Surveying
Plane Table Surveying
Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels
Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels
Area Computation & Tacheometric Surveying
Area Computation & Tacheometric Surveying
EDM
EDM
Curve Surveying
Curve Surveying
Triangulation
Triangulation
Survey Adjustments and Theory of Errors
Survey Adjustments and Theory of Errors
Field Astronomy
Field Astronomy
Photogrammetric Surveying
Photogrammetric Surveying
Remote Sensing
Remote Sensing
Geographic Information System (GIS) & Topographic Maps
Geographic Information System (GIS) & Topographic Maps
Global Positioning System (GPS)
Global Positioning System (GPS)
Hydrographic Survey
Hydrographic Survey
Project Survey
Project Survey
Surveying Important Questions
Surveying Important Questions
Topics
This Chapter Geographic-Information-System-(GIS)- consists of the following topics
Area Computation & Tacheometric Surveying
The area of figure from ordinate rule can be determined as__________
Find area of traverse using Simpson’s rule if d= 12 m and values of ordinates are 2.25m, 1.46m, 3.23m, 4.46m.
A tacheometer is setup at an intermediate point on a traverse course PQ and following observations are made on a staff held vertical. Staff Station Vertical Angle Staff Intercept Axial Hair Readings P + 9o30′ 2.250 2.105 Q + 6o00′ 2.055 1.975 The constants are 100 and 0. Compute length PQ and reduced level of Q. RL of P = 350.50 m.
In subtense bar method, horizontal angle subtended by two targets fixed on a horizontal bar at a known distance apart is measured at instrument station by odolite.
Which of horizontal hairs are equivalent in stadia diaphragm of tacheometer?
Following observations were taken with a tacheometer fitted with an anallactic lens having value of constant as 100.
| Inst. Station | Staff station | Reduced bearing | Vertical angle | Staff reading |
|---|---|---|---|---|
| O | P | N37W | 412 | 0.910, 1.510, 2.110 |
| O | Q | N23E | 542 | 1.855, 2.705, 3.555 |
Calculate horizontal distance between P and Q.
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