9 land area determination
TRANSCRIPT
-
8/2/2019 9 Land Area Determination
1/26
Land Area
Determination
Florence A. GaleonAssistant Professor
U.P. College of Engineering
-
8/2/2019 9 Land Area Determination
2/26
Outline
I. Introduction
II. Methods of Determining Land Area
III. Rules in Computing DMD
IV. Sample Problem and Solution
2
-
8/2/2019 9 Land Area Determination
3/26
Introduction
Area determination is one of the primaryobjectives of land surveys.
Area is a final determinant of the totalmarket value of a piece of land put on
sale to the public.
3
-
8/2/2019 9 Land Area Determination
4/26
4
Methods of Determining Land Area
1. Area by Triangles
The area can be found by dividing thelot into a series of triangles, making thenecessary measurements and then
calculating the area by any of the usualtrigonometric formulas.
-
8/2/2019 9 Land Area Determination
5/26
5
Area by Triangles Formula
A = a.b sinC
A = s(s-a)(s-b)(s-c)
where s = (a+b+c)
Area by Triangles
1
2
3
-
8/2/2019 9 Land Area Determination
6/26
6
Methods of Determining Land Area
2. Area by Coordinate Squares
The scaled drawing is marked off insquares of unit areas then counted. Thisis used to approximate areas.
-
8/2/2019 9 Land Area Determination
7/26
7
Coordinates Squares Illustration
-
8/2/2019 9 Land Area Determination
8/26
8
Methods of Determining Land Area
3. Area by Polar Planimeter
The polar planimeter is a mechanicaldevice used to determine the area of anyshape of figure plotted to a known scale
by directly tracing the perimeter andreading the result from the scale.
-
8/2/2019 9 Land Area Determination
9/26
9
Parts of a Polar Planimeter
-
8/2/2019 9 Land Area Determination
10/26
10
Sample Polar Planimeters
-
8/2/2019 9 Land Area Determination
11/26
11
Methods of Determining Land Area
4. Area by Offsets from Straight Lines
Areas with irregular or curved boundaries areusually measured by establishing a base lineconveniently near and by taking offsets at regularintervals from the base line to the boundary.
4.1 Trapezoidal Rule4.2 Simpsons One-Third Rule
-
8/2/2019 9 Land Area Determination
12/26
12
Trapezoidal Rule Illustration
-
8/2/2019 9 Land Area Determination
13/26
13
Illustrative Problem
-
8/2/2019 9 Land Area Determination
14/26
14
Illustrative Problem
-
8/2/2019 9 Land Area Determination
15/26
15
Methods of Determining Land Area
5. Area by Coordinates
The method of coordinates is based on thefollowing rule in analytic geometry: If the verticesof the figure are taken in order around thefigure, the area is equal to one-half the sum of
the products of each ordinate multiplied by thedifference between the two adjacent abscissasalways subtracting the preceding from thefollowing abscissa.
-
8/2/2019 9 Land Area Determination
16/26
16
Area Calculation by Coordinate Method
-
8/2/2019 9 Land Area Determination
17/26
Area Calculation by Coordinate Method
17
-
8/2/2019 9 Land Area Determination
18/26
18
EastingsNorthings
EastingsNorthings
-
8/2/2019 9 Land Area Determination
19/26
19
Methods of Determining Land Area
6. Area by Double Meridian DistanceMethod
Meridian distance is the distance of themidpoint of a line to the reference meridian.
This method is an adaptation of thecoordinates method and is convenient to usewhen the latitudes and departures of thetraverse are known.
-
8/2/2019 9 Land Area Determination
20/26
20
DMD Illustration
-
8/2/2019 9 Land Area Determination
21/26
21
-
8/2/2019 9 Land Area Determination
22/26
22
Rules in Computing DMD
1. The DMD of the first line is equal to thedeparture of that line.
2. The DMD of any other line is equal to theDMD of the preceding line, plus the
departure of the preceding line, plus thedeparture of the line itself.
3. The DMD of the last line is numericallyequal to the departure of the line but withopposite sign.
-
8/2/2019 9 Land Area Determination
23/26
23
Sample Problem
LINE LAT DEP
1-2 + 10.49 + 8.76
2-3 - 12.66 + 11.30
3-4 - 15.23 + 13.484-5 - 7.05 - 27.19
5-1 + 24.45 - 6.35
Given the following data of a balanced closedtraverse, determine the area by DMD Method.
-
8/2/2019 9 Land Area Determination
24/26
24
Sample Problem Solution
LINE LAT DEP DMD DA
1-2 + 10.49 + 8.76
2-3 - 12.66 + 11.303-4 - 15.23 + 13.48
4-5 - 7.05 - 27.19
5-1 + 24.45 - 6.35
2A = ______
A = ______
-
8/2/2019 9 Land Area Determination
25/26
25
Sample Problem Solution
LINE LAT DEP DMD DA
1-2 + 10.49 + 8.76 + 8.76 + 91.89
2-3 - 12.66 + 11.30 + 28.82 - 364.863-4 - 15.23 + 13.48 + 53.60 - 816.33
4-5 - 7.05 - 27.19 + 39.89 - 281.22
5-1 + 24.45 - 6.35 + 6.35 + 155.26
2A = - 1215.26
A = 607.63 m
-
8/2/2019 9 Land Area Determination
26/26
26