sur 181 chapter 4 procedure to determine parameter observation
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CHAPTER 4:
PROCEDURE TO DETERMINE
PARAMETER OBSERVATION
SUR 181
SITE SURVEYING II
Lecturer: Noorsazwan Ahmad Pugi
Department of Surveying Science and Geomatics,
Faculty of Architecture, Planning and Surveying,
University Technology MARA
Seri Iskandar Perak
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MEASURE OF BEARING
Bearing
Defined as angle between the direction of the line and thedirection beginning at the meridian or north
To establish direction of the line between two point in thesite, bearing of the line must be determine.
Whole circle bearing (WCB) is the measurement line wherethe direction of the measurement is clock wise.
WCB range is 0 - 360 from north direction or certainreference north.
U
A
B
U
C
D
= WCB from AB
= WCB from CD
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MEASURE OF BEARING
How to Read Bearing
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TYPES OF BEARING
True Bearing
Grid Bearing
Magnetic Bearing
Forward and Back Bearing
Quadrant Bearing
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TRUE BEARING
Any angle measured in a clockwise direction from
the true meridian to a line is a true whole circle
bearing (WCB).
TNA
TN
B
TN
C
CXX
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GRID BEARING
The grid whole circle bearing of any survey lines
is the clockwise angle between grid north line
and the survey line.
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MAGNETIC BEARING
Any angle measured in a clockwise direction from
the magnetic meridian to a line is a magnetic
whole circle bearing (WCB)
MNA
MN
B
MN
C
CXX
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FORWARD AND BACKBEARING
Any survey line can have various whole circle
bearing
N
N
B
A
Forward Bearing
Back Bearing
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QUADRANT BEARING
(REDUCED BEARING) Quadrant are known as the north east, south east,
south west and north west quadrants.
The quadrant bearing of any line the angle which it
makes with the north south axis.
North
NorthWest
West
South
EastSouthEast
NorthEast
SouthWest
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QUADRANT BEARING
Whole circle bearing to
quadrant bearing
Line
W.C.B Between Rule for Q.B Quadrant
AX 0 and 90 Q.B = W.C.B NE
AY 90 and 180 Q.B = 180 W.C.B SE
AZ 180 and 270 Q.B = W.C.B 180 SW
AW 270 and 360 Q.B = 360 W.C.B NW
North
West
South
East
X
YZ
W
A
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QUADRANT BEARING
Quadrant bearing to whole circle bearing
North
West
South
East
X
YZ
W
Line Q.B Rule for Q.B W.C.B Between
AX NE W.C.B = Q.B 0 and 90
AY S E W.C.B = 180 - Q.B 90 and 180
AZ S W W.C.B = 180 +Q.B 180 and 270
AW N W W.C.B = 360 - Q.B 270 and 360
A
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MEASURE OF DISTANCE
How to measure distance
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CALCULATION OF TRAVERSE
Latitude and Departure
y Latitude and departure are uses for obtained the
accuracy of traverse and determine the coordinate for
each of traverse station.
y Latitude is the different of distance on the north-south
axis between two point survey.
y Departure is the different of distance on the east-west
axis between two point survey.
Latitude = D cosine
Departure = D sine
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CALCULATION OF TRAVERSE
A
BSurvey line
Distance (D)
Bearing ()
Latitude = D cosine
Departure = D sine
Latitude
Departure
Latitude A-B = D cosineDeparture A-B = D sine
North
East
D = Distance of Point A-B = Bearing of Point A-B
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CALCULATION OF TRAVERSE
Traverse Adjustment
TransitMethod
BowditchM
ethod
Two Methods
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CALCULATION OF TRAVERSE
Transit Method
1
2
3
4
5
Correction in Latitudes for line 1-2
Total latitudes misclosure
= ____________________ X Latitudes of line 1-2Total sum of latitudes
Correction in Departures for line 1-2
Total departures misclosure
= ____________________ X Departures of line 1-2Total sum of departures
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CALCULATION OF TRAVERSE
Bowditch Method
1
2
3
4
5
Correction in Latitudes for line 1-2
Total latitudes misclosure
= ____________________ X lengths of line 1-2Total traverse length
Correction in Departures for line 1-2
Total departures misclosure
= ____________________ X lengths of line 1-2Total traverse length