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Practice and Theory 8

Total questions: 70

Worksheet time: 35mins

Name
Class
Date
1.
  1. Shall be fixed in a position on the surface of the earth by monuments of permanent nature.

a)

Project Survey 

b)

Control Survey

c)

Project Control Survey

d)

Geodetic Survey

2.

 What is the baseline length for the Primary Geodetic Network in Second Order?  

a)

50 kilometers

b)

25 kilometers 

c)

5 kilometers

d)

Each barangay shall have at least a pair of Control Points not more than 2 kilometers apart

3.

What is the baseline length for the Primary Geodetic Network in First Order?

a)

50 kilometers

b)

25 kilometers

c)

5 kilometers

d)

2 kilometers

4.

What is the baseline length for the Secondary Geodetic Network in 3rd Order?

a)

50 kilometers

b)

25 kilometers

c)

5 kilometers

d)

2 kilometers

5.

What is the baseline length for the Secondary Geodetic Network in 3rd Order?

a)

50 kilometers

b)

50 kilometers

c)

5 kilometers

d)

Each barangay shall have at least a pair of Control Points not more than 2 kilometers apart

6.

In section 11 how many GNSS receivers are sufficient for all purposes?

a)

At least 3 receivers

b)

More than 3 receivers

c)

At least 2 receivers

d)

More than 2 receivers

7.

Survey Order as defined in Section 15 of DAO No. 2007-29 shall be issued

a)

NAMRIA Administrator

b)

DENR Secretary

c)

Regional Executive Director

d)

Regional Technical Director

8.

The position of reference points shall be defined and marked on the ground by monuments of a permanent nature in the form of a square

a)

Project Control Monuments

b)

Marking of Reference Monuments

c)

Geodetic Control Monuments

d)

None of the above

9.

The conduct of the Geodetic Control Survey shall based on the recommendation of the ___?

a)

Regional Executive Director 

b)

DENR Secretary

c)

Director, LMD

d)

Admin, NAMRIA

10.

They shall be marked on top with engraved letters and shall consist of five (5) parts namely, Provincial Code, Control Point Number, Year Established, Order of Accuracy and the office or entity that established the Reference Monument.

a)

Project Control Monuments

b)

Marking of Reference Monuments

c)

Geodetic Control Monuments

d)

None of the above

11.

Order of accuracy of Survey Control Monuments if the Top Cross section is 25x25 cm.

a)

1st Order

b)

2nd Order

c)

3rd Order

d)

4th Order

12.

What is the length of Fourth Order of accuracy in survey control monuments?

a)

120

b)

100

c)

150

d)

None of the above

13.

What is the bottom cross-section of 1st Order in survey control monuments?

a)

40x40

b)

35x35

c)

30x30

d)

25x25

14.

In the Markings of Reference Monuments, the letters and numbers shall be in _ Font Type.

a)

Arial

b)

Arial Bold 

c)

Calibri

d)

Calibri bold

15.

What is the base length of a Single frequency receiver?

a)

Up to 2 km

b)

Up to 5 km

c)

Up to 10 km

d)

No limitation

16.

 Which one of the following factors does not affect the scale of the air photographs?

a)

Focal length

b)

Flying height

c)

Ground elevation

d)

None of these

17.

Who coined the term, 'Remote

a)

Evelyn L. Pruitt, a geographer

b)

Gaspard Felix Tournachon, a French scientist

c)

Wilbur Wright, an Italian scientist

d)

None of these

18.

The code-based GPS receivers are generally used for

a)

Vehicle tracking

b)

Land navigation

c)

Trans movement

d)

All of these

19.

'A' and 'B' are two towers of equal height diametrically opposite on either side of the nadir point, at 3 km and 5 km distances. Which one of the following statements is correct?

a)

Height displacement of A will be less than that of B -

b)

Height displacement of B will be less than that of A

c)

Height displacement of A and B is equal

d)

Height displacement of A and B will betowards each other

20.

In GPS, receivers are used are

a)

Electronic clocks

b)

Atomic clocks

c)

Quartz clocks 

d)

Mechanical clocks

21.

For plane ground the scale of a vertical photograph will be the same as that of a tiled photograph along the photo parallel through

a)

Isocenter

b)

Plumb point

c)

Principal point

d)

None of these

22.

In an internal focussing type of telescope, the lens provided is

a)

Concave

b)

Convex

c)
  1. Plano-convex

d)

Plano-concave

23.

Three point problem can be solved by

a)

Tracing paper method

b)

Bessels method

c)

Lehman's method

d)

all of the above

24.

The following sights are taken on a "turning point"

a)

foresight only

b)

backsight only

c)

foresight and backsight

d)

foresight and intermediate sight

25.

Which of the following methods of contouring is most suitable for a hilly terrain?

a)

Direct method

b)

Square method

c)

Cross-sections method

d)

Tachometric method

26.

The necessary geometrical condition for triangulation adjustment

a)

The sum of the angles around a station should be 360°

b)

The sum of the three angles of a plane triangle should be 180°

c)

The sum of the eight angles of a braced quadrilateral should be 360°

d)

All the above

27.

Triangulation surveys are carried out to provide

a)

Planimetric control

b)

Height Control

c)

Both planimetric and height control

d)

None of these

28.

The chord of a curve less than the peg interval, is known as

a)

Small chord

b)

Sub-chord

c)

Normal chord

d)

Short chord

29.

The angle between the prolongation of the preceding line and the forward line of a traverse is called

a)

Deflection angle

b)

Included angle

c)

Direct angle

d)

None of the above

30.

The two-point problem and three-point problem are methods of

a)

Resection

b)

Orientation

c)

Traversing

d)

Resection and Orientation

31.

An ideal vertical curve to join two gradients, is

a)

Circular

b)

Parabolic

c)

Elliptical

d)

Hyperbolic

32.

If S is the length of a subchord and R is the radius of simple curve, the angle of deflection between its tangent and sub-chord, in minutes, is equal to

a)

573 S/R

b)

573 R/S

c)

1718.9 R/S

d)

1718.9 S/R

33.

The real image of an object formed by the objective, must lie

a)

In the plane of cross hairs

b)

At the centre of the telescope

c)

At the optical centre of the eye-piece

d)

Anywhere inside the telescope.

34.

If R is the radius of the main curve, 0 the angle of deflection, S the shift and L the length of the transition curve, then, total tangent length of the curve, is

a)

(R-S) tan 0/2 - L/2

b)

(R+ S) tan 0/2 - L/2

c)

(R+S) tan tan + +L12

d)

(R- S) tan 0/2 + L/2

35.

A bearing of a line is also known as

a)

Magnetic bearing

b)

True bearing

c)

Azimuth

d)

Reduced bearing

36.
  1. "All bodies at temperatures above absolute zero degree emit electromagnetic radiation at different wave length", is known as:

a)

Plank's law

b)

Planktan's law

c)

Lambert's cosine law

d)

None of these

37.

A passive sensor uses

a)

 Sun as the source of energy

b)

 Flash light as a source of energy

c)

 Its own source of energy

d)

 None of these

38.

The instruments which provide electromagnetic radiation of specified wave length or a band of wave lengths to illuminate the earth's surface, are called:

a)

Sensors

b)

Passive sensors

c)

Active sensors

d)

None of these

39.

Which one of the following is incorrect statement? While passing through the atmosphere, the solar radiation,

a)

remains unaffected

b)

gets scattered

c)

gets absorbed partially

d)

None of these

40.

Which one of the following statements is not correct?

a)

GIS technology is the same as traditional mapping

b)

GIS technology is a tool box for processing maps and fundamental concepts for spatial measurement

c)

GIS technology contains analytic capabilities for overlaying maps

d)

GIS technology is capable to study the environmental surrondings

41.

Straight, parallel and widely spaced contours represent

a)

a steep surface

b)

a flat surface

c)

an inclined plane surface

d)

curved surface

42.

The line normal to the plumb line is known as

a)

Horizontal line

b)

Level line

c)

Datum line

d)

Vertical line

43.

Locating the position of a plane table station with reference to three known points, is known as

a)

Intersection method

b)

Radiation method

c)

Resection method

d)

Three-point problem

44.

Profile levelling is usually done for determining

a)

Contours of an area

b)

Capacity of a reservoir

c)

Elevations along a straight line

d)

Boundaries of property

45.

The smaller horizontal angle between the true meridian and a survey line, is known

a)

Declination

b)

Bearing

c)

Azimuth

d)

Dip

46.

The branch of surveying in which both horizontal and vertical positions of a point, are determined by making instrumental observations, is known

a)

Tacheometry

b)

Tachemetry

c)

Telemetry

d)

all the above

47.

In levelling operation

a)

when the instrument is being shifted, the staff must not be moved

b)

when the staff is being carried forward, the instrument must remain stationary

c)

both (a) and (b)

d)

neither (a) nor (b)

48.
  1. A back sight

a)

is always taken on a point of known elevation or can be computed

b)

is added to the known level to obtain the instrument height

c)

taken on an inverted staff is treated as negative

d)

all the above

49.

The systematic errors which persist and have regular effects in the performance of a survey operation, are due to

a)

Carelessness

b)

Faulty instrument

c)

Inattention

d)

None of these

50.

A relatively fixed point of known elevation above datum, is called

a)

Bench mark

b)

Datum point

c)

Reduced level

d)

Reference point

51.

Hydrographic surveys deal with the mapping of ______

a)

large water bodies

b)

heavenly bodies

c)

mountaineous region

d)

canal system

52.

An ideal vertical curve to join two gradients, is

a)

circular

b)

parabolic

c)

elliptical

d)

hyperbolic

53.

The radius of curvature of the arc of the bubble tube is generally kept

a)

10 m

b)

25 m

c)

50 m

d)

100 m

54.

In chain surveying tie lines are primarily provided

a)

to check the accuracy of the survey

b)

to take offsets for detail survey

c)

to avoid long offsets from chain lines

d)

to increase the number of chain lines.

55.

The reduced bearing of a line is N 87° W. Its whole circle bearing is

a)

87°

b)

273°

c)

93°

d)

56.

Surveys which are carried out to depict mountains, rivers, water bodies, wooded areas and other cultural details, are known as_______.

a)

city surveys

b)

topographical surveys

c)

guide map surveys

d)

plane surveys.

57.

The bearing of AB is 190° and that of CB is 260° 30'. The included angle ABC, is

a)

80° 30'

b)

99° 30'

c)

70° 30'

d)

none of these

58.

To orient a plane table at a point with two inaccessible points, the method generally adopted, is ____.

a)

intersection

b)

resection

c)

radiation

d)

two point problem.

59.

The stereo plotting instruments are generally manufactured on the principle of

a)

optical projection

b)

optical mechanism projection

c)

mechanical projection

d)

all the above.

60.

International date line is located along

a)

standard meridian

b)

Greenwich meridian

c)

equator

d)

180° longitude

61.

The angle between the plane of the equator and the plane of the ecliptic, is known as obliquity of the ecliptic and its value is

a)

22° 30'

b)

23° 27'

c)

23° 30'

d)

24° 0'.

62.

The latitude of a place was obtained by subtracting the declination of a star from its zenith distance, the observed star was between

a)

horizon and equator

b)

zenith and pole

c)

equator and zenith

d)

pole and horizon.

63.

The latitude of a place was obtained by subtracting the zenith distance of a star from its declination, the observed star was between

a)

a. horizon and equator

b)

b. zenith and pole

c)

c. equator and zenith

d)

d. pole and horizon.

64.

The Polaris describes a small circle round the pole whose radius is approximately

a)

b)

c)

d)

65.

If α is the observed altitude, the refraction correction in seconds, is

a)

58" cot α

b)

58" tan α

c)

58 sin α

d)

58 cos α.

66.

The station pointer is generally used in

a)

Triangulation surveying

b)

Astronomical surveying

c)

Hydrographical surveying

d)

Photogrammetric surveying.

67.

The length of a parallel of λ latitude between two meridians is equal to difference in logitudes multiplied by

a)

sin λ

b)

cos λ

c)

tan λ

d)

cot λ.

68.

The distance between the projection centre and the photograph, is called

a)

principal distance

b)

principal line

c)

isocentric distance

d)

focal length.

69.

Parallax bar measures

a)

parallax

b)

height

c)

parallax difference

d)

height difference.

70.

Longitudes are measured from 0° to

a)

180° eastward

b)

180° westward

c)

180° east or westward

d)

360° eastward