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Geodesy 2 - Quiz IV

Total questions: 25

Worksheet time: 8mins

Name
Class
Date
1.

........................ is a discipline within engineering that focuses on designing and analyzing systems where direct line-of-sight communication or observation is crucial.

a)

Geodetic engineering

b)

Communication surveying

c)

LOS engineering

d)

None of the above

2.

Triangulation stations should be chosen on high ground so that all relevant stations are ................

a)

accessible

b)

inaccessible

c)

intervisible

d)

None of the above

3.

If the distance between stations is large, the intervisibility is ascertained by knowing the .................. between the stations.

a)


vertical angle

b)

horizontal distance

c)

azimuth

d)

None of the above

4.

h=𝐷2/2𝑅(12𝑚),ℎ=𝐷^2/2𝑅(1−2𝑚), in this equation, m above ocean equals ........

a)

0.08

b)

1.07

c)

0.07

d)

1.08

5.

In ............................... the two points with known coordinates are occupied and sightings are taken to the unknown point.

a)

intersection

b)

resection

c)

three-point problem

d)

satellite station

6.

In this system the coordinates U, V, W are expressed as functions of the observed azimuth A, zenith distances Z & spatial distance S

a)


geodetic system

b)

cartesian system

c)

Horizon system

d)

None of the above

7.

An irregular surface reflecting the Earth's gravity variations

a)

Geoid

b)

Elliposoid

c)

spheroid

d)

None of the above

8.
  1. What is a major factor influencing the difference between a datum and a geoid?

a)

The distribution of landmasses

b)

The Earth's rotation speed

c)

The presence of the atmosphere

d)

None of the above

9.

A datum is built on top of the .................... and can incorporate local variations in ................

a)

coordinate system - elevation

b)

geoid - undulation

c)

sphereoid - elevation

d)

None of the above

10.

What is the relationship between a datum and coordinate systems?

a)

They are the same

b)

They are unrelated.

c)

A datum is a type of coordinate system.

d)

A datum defines the origin, orientation, and scale of a coordinate system.

11.

Three-dimensional (3D) conformal transformations are commonly used in surveying because of ....................

a)

Weather prediction

b)

Shape preservation

c)

preserving areas

d)

None of the above

12.

................................. are 3D transformations used to convert coordinates related to one geodetic datum to another.

a)

Resection

b)

Datum transformation

c)

Intersection

d)

Triangulation

13.

................................ is the galaxy that includes the Solar System

a)

Milky way

b)

Jupiter

c)

Earth

d)

None of the above

14.

Orthometric heights differ from each other at the same level surface because:

a)

They are measured along a straight line.

b)

The level surfaces are not perfectly flat.

c)

They consider the Earth's rotation.

d)

They are measured along the curved plumb line.

15.

The normal height of a point P is the geometric distance between P and:

a)

Geoid

b)

The reference ellipsoid at the same longitude

c)

A point directly below P on the reference ellipsoid

d)

The point with the same potential value on the geoid

16.

Geopotential numbers are used to calculate all of the following EXCEPT:

a)

Orthometric heights

b)

Normal heights

c)

Undulation

d)

Dynamic heights

17.

This figure shows the ......................... Egyptian geodetic network.

a)

Traditional

b)

HARN

c)

Triangulation

d)

None of the above

18.

An ellipsoid that fits the geoid very well in a certain country does not necessarily fit in other country.

a)

True

b)

False

19.

What is the preliminary assumption at the initial point of a traditional geodetic network?

a)

Theta = 0

b)

Geoid and ellipsoid are tangent to each other

c)

deflection of the vertical equals zero

d)

All of the above

20.

The position of the datum initial point “i” (starting point of the network) to be in the geometrical center of the region of interest, and having a rigid terrain surrounded by areas of modest variations in gravity.

a)

True

b)

false

21.

What is the primary purpose of a geodetic network?

a)

To measure distances accurately

b)

To establish a reference framework for spatial measurements

c)

To predict weather patterns

d)

None of the above

22.

Which of the following is NOT a component of geodetic engineering?

a)

Geoid modeling

b)

GPS technology

c)

Weather forecasting

d)

Coordinate systems

23.

What is the significance of orthometric heights in geodesy?

a)

They represent the height above the geoid

b)

They are used for weather prediction

c)

They determine the rotation speed of the Earth

d)

None of the above

24.

Which type of transformation is commonly used in surveying due to its shape preservation properties?

a)

Conformal transformations

b)

Resection transformations

c)

Intersection transformations

d)

None of the above

25.

The quantities 𝛷 , 𝛬 , and 𝐻 define the position of the observer with respect to .................

a)

the spheroid & the mean rotational axis of the earth

b)

the geoid & the mean rotational axis of the earth

c)

the geoid & the ellipsoid normal

d)

None of the above