WorksheetsPractice and Theory 8
Total questions: 70
Worksheet time: 35mins
Shall be fixed in a position on the surface of the earth by monuments of permanent nature.
Project Survey
Control Survey
Project Control Survey
Geodetic Survey
What is the baseline length for the Primary Geodetic Network in Second Order?
50 kilometers
25 kilometers
5 kilometers
Each barangay shall have at least a pair of Control Points not more than 2 kilometers apart
What is the baseline length for the Primary Geodetic Network in First Order?
50 kilometers
25 kilometers
5 kilometers
2 kilometers
What is the baseline length for the Secondary Geodetic Network in 3rd Order?
50 kilometers
25 kilometers
5 kilometers
2 kilometers
What is the baseline length for the Secondary Geodetic Network in 3rd Order?
50 kilometers
50 kilometers
5 kilometers
Each barangay shall have at least a pair of Control Points not more than 2 kilometers apart
In section 11 how many GNSS receivers are sufficient for all purposes?
At least 3 receivers
More than 3 receivers
At least 2 receivers
More than 2 receivers
Survey Order as defined in Section 15 of DAO No. 2007-29 shall be issued
NAMRIA Administrator
DENR Secretary
Regional Executive Director
Regional Technical Director
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
Project Control Monuments
Marking of Reference Monuments
Geodetic Control Monuments
None of the above
The conduct of the Geodetic Control Survey shall based on the recommendation of the ___?
Regional Executive Director
DENR Secretary
Director, LMD
Admin, NAMRIA
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.
Project Control Monuments
Marking of Reference Monuments
Geodetic Control Monuments
None of the above
Order of accuracy of Survey Control Monuments if the Top Cross section is 25x25 cm.
1st Order
2nd Order
3rd Order
4th Order
What is the length of Fourth Order of accuracy in survey control monuments?
120
100
150
None of the above
What is the bottom cross-section of 1st Order in survey control monuments?
40x40
35x35
30x30
25x25
In the Markings of Reference Monuments, the letters and numbers shall be in _ Font Type.
Arial
Arial Bold
Calibri
Calibri bold
What is the base length of a Single frequency receiver?
Up to 2 km
Up to 5 km
Up to 10 km
No limitation
Which one of the following factors does not affect the scale of the air photographs?
Focal length
Flying height
Ground elevation
None of these
Who coined the term, 'Remote
Evelyn L. Pruitt, a geographer
Gaspard Felix Tournachon, a French scientist
Wilbur Wright, an Italian scientist
None of these
The code-based GPS receivers are generally used for
Vehicle tracking
Land navigation
Trans movement
All of these
'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?
Height displacement of A will be less than that of B -
Height displacement of B will be less than that of A
Height displacement of A and B is equal
Height displacement of A and B will betowards each other
In GPS, receivers are used are
Electronic clocks
Atomic clocks
Quartz clocks
Mechanical clocks
For plane ground the scale of a vertical photograph will be the same as that of a tiled photograph along the photo parallel through
Isocenter
Plumb point
Principal point
None of these
In an internal focussing type of telescope, the lens provided is
Concave
Convex
Plano-convex
Plano-concave
Three point problem can be solved by
Tracing paper method
Bessels method
Lehman's method
all of the above
The following sights are taken on a "turning point"
foresight only
backsight only
foresight and backsight
foresight and intermediate sight
Which of the following methods of contouring is most suitable for a hilly terrain?
Direct method
Square method
Cross-sections method
Tachometric method
The necessary geometrical condition for triangulation adjustment
The sum of the angles around a station should be 360°
The sum of the three angles of a plane triangle should be 180°
The sum of the eight angles of a braced quadrilateral should be 360°
All the above
Triangulation surveys are carried out to provide
Planimetric control
Height Control
Both planimetric and height control
None of these
The chord of a curve less than the peg interval, is known as
Small chord
Sub-chord
Normal chord
Short chord
The angle between the prolongation of the preceding line and the forward line of a traverse is called
Deflection angle
Included angle
Direct angle
None of the above
The two-point problem and three-point problem are methods of
Resection
Orientation
Traversing
Resection and Orientation
An ideal vertical curve to join two gradients, is
Circular
Parabolic
Elliptical
Hyperbolic
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
573 S/R
573 R/S
1718.9 R/S
1718.9 S/R
The real image of an object formed by the objective, must lie
In the plane of cross hairs
At the centre of the telescope
At the optical centre of the eye-piece
Anywhere inside the telescope.
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
(R-S) tan 0/2 - L/2
(R+ S) tan 0/2 - L/2
(R+S) tan tan + +L12
(R- S) tan 0/2 + L/2
A bearing of a line is also known as
Magnetic bearing
True bearing
Azimuth
Reduced bearing
"All bodies at temperatures above absolute zero degree emit electromagnetic radiation at different wave length", is known as:
Plank's law
Planktan's law
Lambert's cosine law
None of these
A passive sensor uses
Sun as the source of energy
Flash light as a source of energy
Its own source of energy
None of these
The instruments which provide electromagnetic radiation of specified wave length or a band of wave lengths to illuminate the earth's surface, are called:
Sensors
Passive sensors
Active sensors
None of these
Which one of the following is incorrect statement? While passing through the atmosphere, the solar radiation,
remains unaffected
gets scattered
gets absorbed partially
None of these
Which one of the following statements is not correct?
GIS technology is the same as traditional mapping
GIS technology is a tool box for processing maps and fundamental concepts for spatial measurement
GIS technology contains analytic capabilities for overlaying maps
GIS technology is capable to study the environmental surrondings
Straight, parallel and widely spaced contours represent
a steep surface
a flat surface
an inclined plane surface
curved surface
The line normal to the plumb line is known as
Horizontal line
Level line
Datum line
Vertical line
Locating the position of a plane table station with reference to three known points, is known as
Intersection method
Radiation method
Resection method
Three-point problem
Profile levelling is usually done for determining
Contours of an area
Capacity of a reservoir
Elevations along a straight line
Boundaries of property
The smaller horizontal angle between the true meridian and a survey line, is known
Declination
Bearing
Azimuth
Dip
The branch of surveying in which both horizontal and vertical positions of a point, are determined by making instrumental observations, is known
Tacheometry
Tachemetry
Telemetry
all the above
In levelling operation
when the instrument is being shifted, the staff must not be moved
when the staff is being carried forward, the instrument must remain stationary
both (a) and (b)
neither (a) nor (b)
A back sight
is always taken on a point of known elevation or can be computed
is added to the known level to obtain the instrument height
taken on an inverted staff is treated as negative
all the above
The systematic errors which persist and have regular effects in the performance of a survey operation, are due to
Carelessness
Faulty instrument
Inattention
None of these
A relatively fixed point of known elevation above datum, is called
Bench mark
Datum point
Reduced level
Reference point
Hydrographic surveys deal with the mapping of ______
large water bodies
heavenly bodies
mountaineous region
canal system
An ideal vertical curve to join two gradients, is
circular
parabolic
elliptical
hyperbolic
The radius of curvature of the arc of the bubble tube is generally kept
10 m
25 m
50 m
100 m
In chain surveying tie lines are primarily provided
to check the accuracy of the survey
to take offsets for detail survey
to avoid long offsets from chain lines
to increase the number of chain lines.
The reduced bearing of a line is N 87° W. Its whole circle bearing is
87°
273°
93°
3°
Surveys which are carried out to depict mountains, rivers, water bodies, wooded areas and other cultural details, are known as_______.
city surveys
topographical surveys
guide map surveys
plane surveys.
The bearing of AB is 190° and that of CB is 260° 30'. The included angle ABC, is
80° 30'
99° 30'
70° 30'
none of these
To orient a plane table at a point with two inaccessible points, the method generally adopted, is ____.
intersection
resection
radiation
two point problem.
The stereo plotting instruments are generally manufactured on the principle of
optical projection
optical mechanism projection
mechanical projection
all the above.
International date line is located along
standard meridian
Greenwich meridian
equator
180° longitude
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
22° 30'
23° 27'
23° 30'
24° 0'.
The latitude of a place was obtained by subtracting the declination of a star from its zenith distance, the observed star was between
horizon and equator
zenith and pole
equator and zenith
pole and horizon.
The latitude of a place was obtained by subtracting the zenith distance of a star from its declination, the observed star was between
a. horizon and equator
b. zenith and pole
c. equator and zenith
d. pole and horizon.
The Polaris describes a small circle round the pole whose radius is approximately
1°
2°
3°
4°
If α is the observed altitude, the refraction correction in seconds, is
58" cot α
58" tan α
58 sin α
58 cos α.
The station pointer is generally used in
Triangulation surveying
Astronomical surveying
Hydrographical surveying
Photogrammetric surveying.
The length of a parallel of λ latitude between two meridians is equal to difference in logitudes multiplied by
sin λ
cos λ
tan λ
cot λ.
The distance between the projection centre and the photograph, is called
principal distance
principal line
isocentric distance
focal length.
Parallax bar measures
parallax
height
parallax difference
height difference.
Longitudes are measured from 0° to
180° eastward
180° westward
180° east or westward
360° eastward
