Font size
WorksheetsSurvey [MTB CIVILEXPRESS]
Total questions: 100
Worksheet time: 50mins
Trigonometric levelling is also known as
Indirect levelling
Differential levelling
Fly levelling
Profile levelling
The method of levelling in which height of mountains are found by observing the temperature are which water boils is known as
Barometric levelling
Reciprocal levelling
Longitudinal levelling
Hypsometric levelling
In a land measuring metric chain the ends of link is connected by ...
2 oval rings
1 oval ring
4 oval rings
3 oval rings
An average length of pace is
80cm
50cm
100cm
130cm
A chain is made up of mild steel or galvanized iron wire of diameter
1cm
3mm
4mm
5mm
The back sight reading on a benchmark [100m] was 2.750m. if the inverted staff reading to the bottom of slab is 1.250m RL of the bottom of the slab is ...
102.75m
103.00m
104.00m
101.50m
The accessory of a plane table used for centering is ....
U frame
Trough compass
Alidade
Spirit level
In an optical square the angel between the first incident ray and last reflected ray is ...
60°
120°
90°
102°
To find true difference in elevation Between 2 points A and B the levelling instrument must be at
Any point between A and B
Exact midpoint between A and B
Near point A
Near point B
If the bearing of 2 lines AB and CB are S45°E and N45°W then <ABC equals
180°
270°
235°
45°
Turning the telescope in a horizontal plane is called
Swinging
Transiting
Reversing
Plunging
The correction for curvature for a distance of 1km is ...
0.112m
0.0673m
0.0785m
0.0673km
Merits of plane table survey is
Can replot the map
Surveying done in wet climate
Recommended for precise work
Suitable for small scale map
During a levelling the plinth of a nearby building as selected as benchmark and it's RL is assumed as +50.00. Then the selected BM is an example of
GTS BM
Temporary BM
Arbitrary BM
Permanent BM
Depression between summits its called ...
Saddle
Ridge
Watershed
None of these
The effect of refraction is to make the objects appear
Lower than they really are
Higher than they really are
More clear
None of these
Preliminary survey plans are prepared to a scale maximum scale of
1:100
1:1000
1:10000
1:25000
An obstacle which obstructs vision but not chaining
Building
River
Lake
Hill
For accurate works .......Should always be preferable than chain
Steel band
Pacing
Judging the distance
Time measurement
Deviation of magnetic meridian about true meridian is known as ....
Declination
Dip
Fore bearing
Magnetic bearing
Least count of transit theodolite is
10'
30"
20'
20"
If the contours are widely seperate then it indicates
Flat ground
Steep ground
Hill
Uniformly varying ground
Which one is not a part of telescopic alidade
Vertical circle
Support
Horizontal circle
Fiducial edge
All revenue maps are plotted with reference to the ....Meridian
Arbitrary meridian
True meridian
Magnetic meridian
All of these
Instrument used for reducing and enlarging a plan is
Pentagraph
Planimeter
Isograph
Isogonic
Lehmann's method is also known as
Trial and error method
Graphical method
Bessel's method
Mechanical method
Cumulative errors that occur for a length of line L are proportional to
1/L
L
√L
1/√L
The most suitable well conditioned triangle in chain survey is
Right angled triangle
Equilateral triangle
Scalene triangle
Isosceles triangle
The lines passing through points at which teh magnetic declination is equal at a given time are called
Isogonic lines
Agonic lines
Isoclinic lines
Isochrite lines
Select from the following teh device which is not suitable for setting out right angle
Open cross staff
Optical square
French cross staff
Clinometer
In an internal focussing telescope the type of lens provided is
Plano convex
Convex
Concave
Plano concave
The telescope of a dumpy level
Is rigidly fixed to levelling head
Can be tilted in a vertical plane
Can be taken out of its support and reversed
Permit interchange of eye piece and object glass
Measuring with a 30m chain 20mm too short introduces
Negative cumulative error
Positive cumulative error
Positive compensating error
Negative compensating error
Instrument having common disc for measuring both vertical and horizontal angle is
Sextant
Theodolite
Surveyors compass
Prismatic compass
Maximum tolerance in 20m chain is ...
2mm
3mm
5mm
8mm
Method of tachometery is generally done by
Subtense bar system
Movable hair system
Fixed hair system
None of these
The map shows general topography of the area and details are represented symbolically is
Index map
Key map
Detailed drawings
Land plans
To fix the position of moving boat, microwave system is used. The equipment which uses this system is
Automatic level
Theodolite
Tellurometer
Total station
Principle of chain survey is
Triangulation
Whole to part
Fixing up of points
Traversing
Which one is used for setting an offset at a right angle?
French cross staff
Adjustable cross staff
Open cross staff
None of these
In Johnson's table, the table is levelled by adjusting.....
Ball & socket joint
Jewel bearing
Ball & spigot joint
None of these
200sqm is equal to....
2000 sq. Yards
2400 sq. Yards
240 sq. Yards
200 sq. Yards
GTS stands for
Great trainagle survey
Great trignometrical survey
Great traverse survey
Great tangential survey
Metallic tapes are made of....
Steel
Cloth and wires
Nickel
Invar
Cummulative errors are proportional to
Square root of length
Length of line
Length of chain
None of these
Survey in which the curvature of earth is taken into account is
Geodetic survey
Trinagulation survey
Traverse survey
Location survey
1 furlong _____feet
660
10
8
6
The two parts of T square are
Tounge and groove
Blade and stock
Tail and batten
None
Indirect ranging using theodolite is called
Balancing in
Lining in
Pointing in
Directing in
Which of the below is not a means of linear surveying methods
Theodolite
EDM
Tape
Chain
Which of the below is not a temporary adjustment of prismatic compass
Centring
Levelling
Focussing prism
Adjusting sight vane
Biggest survey line is called
First line
Base line
Tie line
Main survey line
For directly applying simpsons rule for calculating volume of earthwork, the number of Crossections must be
Odd
Even
Odd or even
Zero
A series of closed contour lines with higher values inside represent as
Vertical cliff
Depression
Hill
Overhanging cliff
Vertical distance between two consecutive contours are
Contour equivalent
Contour interval
Horizontal equivalent
Horizontal interval
Local attraction is an error in survey is
Plane table
Chain
Theodolite
Compass
Engineering chain consits of..... Links
500
50
1000
100
Difference between magnetic North and geographic North is
Dip
Strike
Declination
Bearing
T square is used for drawing.... Lines
Vertical
Horizontal
Curved
Perpendicular
Method of ranging adopted in forest area
Reciprocal ranging
Using line ranger
Random line method
Indirect ranging
Length of an arrows is generally
Same as width
3 times it's width
6 times it's width
Less than the width
In plane tabling the instrument used to measure horizontal and verycak distance directly is known as
Plane alidade
Tacheometer
Clinometer
Telescopic alidade
Needle of magnetic compass is generally supported on a....
Needle bearing
Bush bearing
Jewel bearing
Ball bearing
Contour lines cross ridge or valley lines at....
90°
60°
45°
30°
The best method of solving three point problem is...
Orientation
Trial and error
Intersection
Radiation
Levelling should always commence from a.....
Foresight
Benchmark
Change point
Intermediate sight
Contour lines of different elevatios can unite to form one line, only in the case of
A saddle
A hill top
A vertical cliff
A watershed line
In metric units, the international nautical mile equals
1952m
1552m
1852m
1752m
An obstacle which obstructs chaining but not vision
Pond
Building
Hill
Dam
First sight taken on turning point
Back sight
Foresight
Intermediate sight
None of these
If the magnetic bearing of the sun at a place of noon in southern Hemisphere is 167° the magnetic declination at that place is
77°N
23°S
13°E
13°W
Water surface of a still pond represents
Level surface
Horizontal surface
Spheroidal surface
Curved surface
Least count of prismatic compass is
10'
30'
15'
20'
Levelling carried cut along the given route to find the elevation of points at known distances is......
Differential levelling
Profile levelling
Fly levelling
Trignometric levelling
The vertical distance a point above the datum is called.......
Elevation
Height of instrument
Staff reading
Staff intercept
True meridian passes through
Magentic poles
Arbitary poles
Line of collimation
Geographical poles
Which of the following one is best suitable for accurate measurement of distance?
Steel tape
Invar tape
Steel band
Metallic tape
The size of field book is..... Cm
20x20
40x20
20x12
40x12
When the planetable is not correctly orineted, the resectors with
Form rectangle
Form trapezium
Form a triangle
Trapezoid
In trial and error method... Rule should be applied in locating the position of instrument station or plan
Lehmann's
Bessel's
Mechanical method
Graphical method
Chain which is used to measure the distance in miles and furlongs is
Revenue chain
Engineers chain
Gunters chain
Metric chain
Metallic tapes are made of....
Steel
Cloth and wires
Nickel
Invar
Instrument used for setting out right angles?
Levelling staff
Compass
Cross staff
Dumpy level
Surveying used to determine additional details such as boundaries of fields is called...
Location surveying
Cadastral surveying
City surveying
Topographical surveying
Length of an arrow should be
395 to 405mm
295 to 305mm
195 to 205mm
150mm
Principle of working from whole to part is adopted in surveying because
Plotting becomes easy
Survey work can be completed quickly
Accumulation of error is prevented
All of these
1 mile =_____surveyors chain
8
10
80
100
Distance between trivandrum and kasragode is 640km. If reprensted in miles is equivalent to....
400miles
450miles
438miles
458miles
Walking over the area and observing it's main features and boundaries is known as....
Reconnaissance
Inspection
Observing
Traversing
An axis about which the telescope can be rotated in horizontal plane is called....
Horizontal axis
Trunnion axis
Axis of plate level
Vertical axis
In steep & broken ground, the most suitable method of contouring is...
By cross section
By squares
By spot levelling
By tacheometer
Another name of tangent clinometer is....
Abney level
Ceylon ghat tracer
Foot rule clinometer
Indian pattern clinometer
....... Is used for marking the direction of magentic meridian on the plane table
Trough compass
Alidade
Spirit level
U frame
All survey map to form a permanent record such as revnue survey maps are plotted with reference to....
Magnetic meridian
Assumed meridian
True meridian
None of these
Box of prismatic compass is made of
Steel
Brass
Iron
Aluminum
In......... Angles are developed digitially
Electronic theodolite
Vernier theodolite
Micrometer theodolite
None of these
In optical theodolite the graduated circles are made of...
Synthetic material
Glass
Brass
Gun metal
Vertical angle with which magnetic needle makes with the horizontal is
Declination
Tranisting
Swinging
Dip
Which of the permanent adjustment test checks the perpndicularity between horizontal axis and vertical axis?
Plate level test
Collimation test
Spire test
Azimuth test
A set of arrows provided with chain has.. Arrows
10
15
20
30
