sur 181 chapter 4 procedure to determine parameter observation

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  • 8/6/2019 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