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Geodesy 2 - Quiz III

Total questions: 20

Worksheet time: 7mins

Name
Class
Date
1.

Fundamental point (initial point) of the Egyptian geodetic network is …………. on the Almokattam hills

a)

A1B1

b)

O1

c)

Venus F1

d)

none of the above

2.

a one-dimensional coordinate system used to express the metric distance of a point above a reference surface.

a)

Geodesic   

b)

height system

c)

Ellipsoid      

d)

None of the above

3.

Geopotential number is constant for the geopotential (level) surface

a)

True

b)

False

4.

Dynamic heights are NOT constant for the level surface and have no geometric meaning

a)

True

b)

False

5.

Orthometric heights differ for points on the same level surface because the level surfaces are not ……..................

a)

intersected

b)

parallel

c)

similar

d)

non of the above

6.

They are measured along the curved plumb line with respect to geoid level.

a)

Normal heights

b)

dynamic heights

c)

orthometric heights

d)

ellipsoidal heights

7.

All types of heights (normal, orthometric, and dynamic) are derived from geopotential numbers

a)

True

b)

False

8.

Geopotential number is a measure of the gravitational potential energy per unit mass at a point in a gravitational field.

a)

True

b)

False

9.

An ellipsoid that fits the geoid very well in a certain country does necessarily fit in other country.

a)

True

b)

False

10.

All the angles observed by a theodolite are measured when it is leveled in such a way that ..........................................................

a)

its vertical axis lies in the direction of the gravity vector

b)

its vertical axis lies in the direction of the normal to ellipsoid

c)

its vertical axis lies in the direction of north pole

d)

None of the above

11.

The replacement of the actual, the corresponding ellipsoidal one knows observations by the fictitious ones, ellipsoidal, is known as ...................................

a)

referencing

b)

map projection

c)

the reduction of the actual observations

d)

none of the above

12.

In three-dimensional geodesy: The network is adjusted in a two-dimensional frame consisting of latitudes and longitudes coordinate system defined on the surface of the reference ellipsoid

a)

True

b)

False

13.

combining the horizontal and vertical adjustment of the network in one adjustment process

a)

two-dimensional computations

b)

error propoagation

c)

three-dimensional computations

d)

None of the above

14.

At laplace's station, geodetic cooridnates must be oberved.

a)

True

b)

False

15.

In the horizon system of coordinates, the position of a star is uniquely specified by its azimuth and either its ..................

a)

right ascension or its zenith distance

b)

ellipsoidal or orthometric height

c)

altitude or its zenith distance

d)

none of the above

16.

In the shown figure, angle denoted by RA refers to ......................

a)

declination of the star

b)

right ascension of the star

c)

altitude of the star

d)

All of the above

17.

Astronomically determined azimuths provide orientation for terrestrial networks

a)

True

b)

False

18.

On ..................................., All points 90° away from zenith.

a)

Geodesic

b)

Horizon

c)

Moon

d)

None of the above

19.

The Sun’s apparent path around the celestial sphere

a)

Ecliptic

b)

nadir

c)

zenith

d)

altitude

20.

......................... occur when the Sun’s path on ecliptic crosses the celestial equator

a)

Earthquakes

b)

Solstices

c)

Equinoxes

d)

none of the above