5 Flashcards

(98 cards)

1
Q

•••

A
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2
Q

Northward

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3
Q

Relative to the sun’s position below or above the celestial

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4
Q

equator

A

what is the direction of the suns motion following its apparent

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5
Q

path from December 22 to June 22?

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6
Q

Accidental error

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7
Q

Error due to a combination of causes beyond the ability of

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8
Q

the observer to control and for which it is impossible to make

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9
Q

corrections

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10
Q

Fifteen thousandths kilograms

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11
Q

In tertiary control the weight of steel tape per meter does not

A
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12
Q

exceed

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13
Q

Contour interpolation

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14
Q

It is the process of spacing the contour lines proportionally

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15
Q

between points of known elevation

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16
Q

District Engineer of DPWH

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17
Q

Isolated surveys of land adjoining any actual or proposed

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18
Q

national road

A

notification letter shall be sent to

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19
Q

360 °-Horizontal angles “A”

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20
Q

Solar observation conducted in the morning

A

the azimuth of

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21
Q

the sun reckoned from the south is equal to

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22
Q

30 seconds of arc

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23
Q

In tertiary control of cadastral project the instrument shall be

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24
Q

oriented in a primary or secondary traverse lines of the project to the

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25
nearest
26
25 meters
27
In primary control line measurement
the steel tape shall be
28
supported to minimize sagging
throughout its entire length at every
29
Maximum allowable angular error of closure
30
Square root of the number of secondary control traverse
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station multiplied by ten seconds is the
32
Foresight
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Generally
differential levelling differs from profile levelling
34
is the number of
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Provincial Environment and Natural Resources Officer
36
Isolated surveys of lands adjoining properties owned or
37
claimed by the national government
notification letter shall be sent to
38
30 days from date of posting
39
White prints of the cadastral map are furnished to the
40
Barangay for the lot claimants to verify and report any error or mistake
41
within
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NAMRIA
43
In delimitation survey of forest reserves
using GPS receiver
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to establish positions of the corners
delimitation of the survey design
45
and execute of GPS survey be undertaken by
46
Elevation
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It is a vertical distance above the datum of point or object on
48
the earth surface
49
Horizontal angle "A"
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Solar observation conducted in the afternoon
the azimuth of
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the sun is equal to
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Systematic
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An error that so long as conditions remain unchanged
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always has the same magnitude and same algebraic sign
positive or
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negative
56
Pantograph
57
A device use to enlarge or reduce the scale a drawing
58
Personal
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Forward azimuth
60
In primary control measurements
by repetition
61
received angle from the back azimuth of the preceding line. If the
62
differences in negative
add 360 degrees
63
180° - Observed horizontal angle - Bearing of star
64
Polaris observation at Western Elongation when mark is to
65
the left of star
the true azimuth station to mark equals
66
Monumented on the ground
67
During sketching
the corner at the points of intersection of
68
the road and lot boundary lines shall be
69
1 to 999
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The corners of Public Land Subdivision lots shall be marked
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standard concrete taring men greedy the top by letter in
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Section 3
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section of the standard a castral map is scale 1:2000
southeast (SE)
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30 seconds of are
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In solar observation
the instrument shall be tested and
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adjusted accordingly when the direct and reserved readings of the
77
vertical angles to a point
corrected for index error
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180°- (observed horizontal angle)
79
Polaris at upper culmination
when the mark is on the left
80
side of star
the true azimuth station occupied to mark equals
81
The product of per control rate o
the meliciod or also nor to
82
LMS
83
In delimitation of reservations
parks and other protected
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areas
processed data and other survey returns shall be submitted for
85
epical of and an to val of the plan be submited for verification and
86
Linear error of closure
87
Interior angles of the polygon from one hundred and eighty
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degrees multiplied by the quantity number of angles in the circuit less
89
two
is called
90
RA 7160
91
Provincial boundary disputes shall be settled in accordance
92
with procedures in
93
At least two series of two sets each
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observains enday con ad transe
how many astronomical
95
Prior to the fit apiel or sica by an apEN
surveys shall be
96
Line of sight not being parallel to the bubble tube axis
97
Foresight equipsanie pratsping disass do the back sight and
98
5 centimeters