AQUACULTURE ENGINEERING Laboratory Exercise No. 1 Contour Mapping I. INTRODUCTION A contour map is a map illustrated with contour lines, for example a topographic map, which thus shows valleys and hills, and the steepness of slopes. The contour interval of a contour map is the difference in elevation between successive contour lines. More generally, a contour line for a function of two variables is a curve connecting points where the function has a same particular value. The gradient of the function is always perpendicular to the contour lines. When the lines are close together the length of the gradient is large: the variation is steep. If adjacent contour lines are of the same line width, the direction of the gradient cannot be determined from the contour lines alone. However if contour lines rotate through three or more widths, or if the lines are numerically labeled, then the direction of the gradient can also be determined from the contour lines. Contour lines are curved or straight lines on a map describing the intersection of a real or hypothetical surface with one or more horizontal planes. The configuration of these contours allows map-readers to infer relative gradient of a parameter and estimate that parameter at specific places. Contour lines may be either traced on a visible three-dimensional model of the surface, as when a photogrammetric viewing a stereo-model plots elevation contours, or interpolated from estimated surface elevations, as when a computer program threads contours through a network of observation points of area cancroids. In the latter case, the method of interpolation affects the reliability of individual isolines and their portrayal of slope, pits and peaks (see Davis, 1986, Statistics and data analysis in geology). A contour line (also level set, isopleth, isoline, isogram or isarithm) of a function of two variables is a curve along which the function has a constant value. In cartography, a contour line (often just called a "contour") joins points of equal elevation (height) above a given level, such as mean sea level. II. PROCEDURE 1. An isohyetal line with 0.2 m interval was made. 2. A line for the possible location of drainage canal was drawn. III. Station RESULT AND DISCUSSION X Y Elevation (m) Station X Y Elevation (m) 1 1 120 16 140.2 19 120 15.4 136 2 120.2 16 141 20 120.2 15.4 132.2 3 120.4 16 138.7 21 120.4 15.4 134.8 4 120.6 16 139.6 22 120.6 15.4 134.6 5 120.8 16 139.8 23 120.8 15.4 134.8 6 121 15.8 139.7 24 121 15.2 135 7 120 15.8 136.8 25 120 15.2 139 8 120.2 15.8 140.2 26 120.2 15.2 136 9 120.4 15.8 139.2 27 120.4 15.2 130.6 10 120.6 15.8 138.7 28 120.6 15.2 130.7 11 120.8 15.8 138.6 29 120.8 15.2 133 12 121 15.8 138.8 30 121 15.2 132.6 13 120 15.6 134.8 31 120 15 136.2 14 120.2 15.6 136.6 32 120.2 15 130.6 15 120.4 15.6 136.8 33 120.4 15 130.1 16 120.6 15.6 136.7 34 120.6 15 130 17 120.8 15.6 137 35 120.8 15 130.7 18 121 15.6 137.3 36 121 15 130.8 16.00 15.90 Possible Drainage canal 15.80 15.70 15.60 15.50 15.40 15.30 15.20 15.10 15.00 120.00 120.10 120.20 120.30 120.40 120.50 120.60 120.70 120.80 120.90 121.00 Using the given data of a contour map, it was plotted as shown in page 2. It was done in the computer using the software of a contour mapping. In addition, 2 it was tried to plot in a grapping paper by manual although it is difficult and time consuming. Comparing the two methods of mapping between manual and the use of computer, the use of computer is highly appreciated because of its accuracy. Also, it is easier and faster than the manual method. The possible location of a drainage canal was determined and a line as shown in the map presented it. The selection of the drainage canal was based on the elevation. You can recognize the elevation if you know how to read this kind of map. IV. CONCLUSION The two methods of contour mapping were learned and practiced by us. We gained experience on how to plot a certain map given the longitude and latitude, and elevation of each stations. Furthermore, the knowledge and skill we got from this activity might be used in designing fishponds, cages and other aquaculture structures. V. REFERENCE a) http://en.wikipedia.org/wiki/Contour_line 3