9. TOPOGRAPHICAL PLANS AND MAPS

9.0 Introduction

What are topographical plans and maps?

1. Topographical plans and maps are drawings which show the main physical features on the ground, such as buildings, fences, roads, rivers, lakes and forests, as well as the changes in elevation between land forms such as valleys and hills (called vertical relief). You base these plans and maps on the information you collect from topographical surveys.

2. Plans are usually large-scale drawings; maps are usually small-scale drawings. Depending on the scale you use to make the drawing (see Section 9.1):

  • it is a plan if the scale is larger than 1 cm for 100 m (1 : 10 000), for example 1 cm for 25 m;
  • it is a map if the scale is equal to or smaller than 1 cm for 100 m (1 : 10 000), for example 1 cm for 200 m or 1 cm for 1000 m.

 
Plan
 140.GIF (6545 byte)
     

Example

  • An engineering plan could show information you need for building fish-farm features such as dikes, ponds, canals or outlet structures, at the scale of 1 cm for 25 m (1 : 2 500).
  • A topographical map could show a fish-farm site (scale 1 cm for 200 m or 1 : 20 000) or a region of a country (scale 1 cm for 1 000 m or 1 : 100 000).

3. Plans and maps have two main purposes in fish-farm construction. They help guide you in choosing a site, planning the fish-farm, and designing the structures that are needed for the farm. Plans and maps also guide you as you lay out marks on the ground, so that you can follow the plan you have made of the fish-farm, and build the structures on it correctly.

 
Map
 140a.GIF (19279 byte)

Starting topographical plans and maps

4. Before you begin a topographical survey, you should try to get any available topographical plans and maps of the area, even though they may not be exactly the kind of plan or map that you need. General topographical maps are available from governmental organizations which are responsible for geological surveys or land surveys, for example. National geographical institutes, soil survey departments and agricultural development agencies can also usually provide existing topographical maps. The cadastral department (that calculates land taxes) of your local government may provide local topographical plans.

5. You will often have to make the topographical plans and maps yourself, however. You will base them on a plan survey (see Chapter 7) and direct levelling (see Chapter 8). In the following sections, you will learn how to:

6. On topographical plans or maps, you should always look for:

This information is often located in one corner of the map. It is called the legend.  

141.GIF (15504 byte)

 
141a.JPG (54952 byte)


9.1 How to make scales for plans and maps

What is the scale of a plan or map?

1. To represent distances you have measured in the field on a piece of paper, you need to scale them down. This means that you must reduce the size of the distances proportionally according to a scale. The scale expresses the relationship which exists between the distance shown on a drawing or map and the actual distance across the ground.

 
142.GIF (8926 byte)
     

Example

  • 1 cm on the plan represents 20 m (or 2000 cm) on the ground, or scale 1:2000.
  • 1 cm on the map represents 100 m on the ground, or scale 1:10000.
  • 1 cm on the map represents 1250 m on the ground, or scale 1:125000.
 
142_a.GIF (12439 byte)
     

Note: a ratio with a smaller number is a larger scale, that is, 1: 500 is a larger scale than 1 : 1000.

 
142_b.GIF (7642 byte)

Expressing a scale

2. There are three ways of expressing the scale of a drawing:

3. Table 11 gives the numerical equivalents of the most common scales, expressed as fractions. Scales for both distances (in metres) and surface areas (in square metres) are shown also.

Choosing a scale

4. General topographical maps usually have scales ranging from 1:50000 to 1:250000. These are small-scale maps. In most countries, 1 :50000 maps are now available. You can use these for general planning of aquaculture development, including the planning of your fish-farm.

5. To show greater detail, plans are drawn to a larger scale, showing individual structures or land areas. The scales most often used in plans are 1 :500, 1 :1000, 1 :2000, 1:2500 and 1:5000. Detailed engineering drawings use scales much larger than 1:500, for example
1 : 100 or 1: 10.

Note: special rulers, called "Kutsch" scales or reduction scales, make it easy to transfer ground distances onto drawings.


TABLE 11

Distances and surface areas expressed by scales

Scale

Distance: 1 cm equals (m)

Surface area: 1 cm2 equals (m2)

1:
300
3
9
 
500
5
25
 
600
6
36
 
1000
10
100
 
1200
12
144
 
1500
15
225
 
2000
20
400
 
2500
25
750
 
5000
50
2500 (0.25 ha)
1:
10000
100
10000 (1 ha)
 
25000
250
62500 (6.25 ha)
 
50000
500
250000 (25 ha)
 
100000
1000 (1 km)
1000000 (100 ha) (1 km2)
 
125000
1250
1562500 (156.25 ha)
 
200000
2000
4000000 (400 ha)
 
250000
2500
6250000 (625 ha)

9.2 How to make a map by plane-tabling

1. In Section 7.5, you read that you can use a plane-table to make a reconnaissance survey and to plot details. In this section, you will learn how to do this. It is best to use an alidade for this method (see Section 7.5, steps 21-28), but you can use a simple ruler, and a series of tailor's pins to show the observed directions, instead.

2. First, choose an appropriate scale for the map you will draw (see Section 9.1, steps 4 and 5). Get an estimate of the longest distance you need to map, and decide upon the size of the map you require. If the map is to be fairly large, you can draw it on several sheets of paper, and glue them together.

 
145.GIF (7872 byte)
     

Example

  • You have a plane-table, size 40 x 55 cm.
  • You estimate the longest distance to be mapped = 400 m.
  • From Table 11, you find that if you use a 1 : 1 000 scale (where 1 cm is equivalent to 10 m), you will need 40 cm to draw this distance on your sheet of paper.
  • If this scale is large enough for your purposes, you can use just one sheet of paper.
 
145_a.GIF (4613 byte)
     
3. Cover the board of your plane-table with paper (see Section 7.5, steps 34-39). Set up the plane-table (see Section 7.5, steps 40-44) on or near some major feature A of the area you need to map, such as a large rock, a path, a river or a tall tree.

4. Using a well-sharpened pencil with a hard lead, mark a small point and circle on your paper. This is point a, the location of the major feature, where you have set up your plane-table. Be sure to choose a section of the paper from which you can later map the entire area. For example, if you will be mapping only ahead of point A, begin near the centre of the bottom margin of the plane-table.

Note: you will identify physical features in the field that you need to map with capital letters. You will identity the corresponding points that you draw on the plane-table sheet with lower-case letters.

 
Set up the plane-table at point A
146.GIF (10443 byte)
     

5. Rotate the table so that you will be drawing the map in the orientation you need. Using your magnetic compass as a guide, draw arrows showing the magnetic north (see Section 7.5, steps 45-46).

Note: you should always try to locate the north facing the top of your map. This is a rule which is always applied in professional topographical maps. You may not be able to follow the rule, however, depending on the direction of the longest distance and on the scale you select.

 
147.GIF (10115 byte)
     

6. Using your alidade, sight from the first marked point a to another major feature B which you can see from the plane-table location. This could be a small hill, a bend in a path or a ranging pole. Draw a thin line ax in this direction.

Note: you can use the alidade much more easily if you place a pin at point a on the board, and then swivel the alidade around the pin until you can sight the second point.

 
Draw ax
     

7. Measure the horizontal ground distance from the plane-table station A to the major feature B. Then mark this distance along line ax, starting at point a and scaling it down as line ab.

8. Without moving the plane-table from point A, repeat this process for all other major features C, D, etc. which you can see, and draw lines ac, ad, etc.

 

Draw ay
148_a.GIF (8134 byte)

     

9. Move the plane-table to one of the major features you have just mapped, such as C. Choose a feature from which you can easily map another part of the area, such as the route of a path or the course of a river.

10. Set up the plane-table over this point C. Reorient the table. Use the compass and the magnetic north arrows you have already drawn (see step 5 above), or, instead, use the alidade, backsighting along a drawn line which passes through the new station C and a known major feature such as A (see Section 7.5, step 47).

 
149.GIF (10220 byte)
     

11. From this new station C, map in the new major features which you can see, as explained above.

12. If necessary, move to other stations to complete the mapping of the entire area. If you need more details in the map, go back to one of the mapped features, reorient the table by backsighting on another mapped feature, and map the details as required.

 
149_a.GIF (8937 byte)

13. You can use the above procedure for plane-tabling in several different situations in the field, such as:

Usually, you will use a combination of some of these surveying methods to map an entire area.

Open traverse
150.GIF (1017 byte)
 
Closed traverse
150a.GIF (1774 byte)
     
Radiation
150_a.GIF (2225 byte)
 
Triangulation
150_b.GIF (2832 byte)

  Mapping an open traverse with a plane-table

14. You may need to map an open traverse ABCD. To do this, you can, for example, first set up the plane- table at point B, which has a fixed position and from which a line BA of known direction already exists on the ground. Map the location of station B, the direction of BA and the distance BA in turn.

15. Draw the direction of the next station C, measure distance BC, and map point c.

 
151.GIF (4370 byte)
     

16. Move the plane-table to station C, orient it along CB, and, using the same procedure as above, map point d.

Note: if the traverse sections ba, cb, etc. on the map are very short, you should mark their directions on the edge of the paper. This will provide longer lines, so that you can line up the alidade along them when you must reorient the plane-table at a new station by backsighting.

 
At C, take a backsighting to B, and map D
151a.GIF (4305 byte)
     
   

Prolong lines for easier orientation
151_a.GIF (6354 byte)


Mapping a closed traverse with a plane-table

17. You need to map a closed traverse ABCDEA. First, set up the plane-table at station A and plot this on paper as point a; choose a scale and a location on the paper which will allow you to plot the other stations within the limits of the sheet of paper.

18. Using the alidade, take a foresight through point a to station B and draw line ax. Measure distances AB and map point b on line ax.

 
152.GIF (3761 byte)
     
19. Move the plane-table to station B, set it up over the point, and orient it by backsighting along line ba on station A. Take a foresight to station C, measure distance BC, and map point c.  
152a.GIF (3776 byte)
     
20. Using this procedure, map the locations of the remaining points on the closed traverse. At the end of the traverse, when you plot the initial station A again, you can see any error of closure. If this error is within reasonable limits, correct it, using the graphic method explained in Section 7.1, step 19.  
152_a.GIF (5446 byte)
     
21. From one station on the traverse, you may be able to see two or more of the preceding stations which are not on the same straight line as the station where you are standing (for example, from C to A, from D to B, or from E to B). In this case, check the other parts of the traverse.

Example

From station C, station A is visible. You should check from C the position of point a by backsighting on Station A.

 
Take additional backsights to check your work
153.GIF (8526 byte)

  Mapping with a plane-table by radiating

22. To use this method, set up the plane-table at a central station 0, from which you can see all the points you need to map. Orient the table. On the map, draw lines representing the directions to these ground points; to do this, pivot the alidade around the mapped location of station 0. Measure horizontal distances OA, OB, OC, OD and OE, and scale them along each of the drawn lines to map points a, b, c, d and e.

 
Move the alidade, but not the plane-table
154.GIF (6439 byte)
     

 Mapping with a plane-table by triangulation

23. Before you start plane-tabling, you need to find a base line determined by two known points visible from each other. This base line can be a known section of an existing traverse, or a line between two points fixed by a previous triangulation. If such a base line is not available, you must accurately determine and measure one.

24. Draw the base line AB on the plane-table sheet. Choose a location which will allow you to plot the other features of the map within the limits of the sheet of paper.

25. Set up the plane-table over one of the two end-points of this base line, at point A, for example. Then, with ranging poles, clearly mark the second end-point B, and the third point C that you need to map. You should be able to see point C from both point A and point B.

26. Align the alidade along line ab, which represents the base line; orient the plane-table by sighting at the other end-point B of the base along AB.

 
Start from the known base-line
154_a.GIF (2928 byte)
     

27. Place a pin at point a and rotate the alidade around it until you sight point C. Draw a thin line from point a along the edge of the alidade in the direction of point C.

 
Map C from A...
155.GIF (2554 byte)
     

28. Move the plane-table to B. Orient the table with line ba on the map pointing in the direction of ground point A. Place a pin at b and rotate the alidade around it until you sight point C. Draw a thin line from point a in the direction of C. Point c is located on the map at the intersection of line ac (step 27) and line bc.

 
... and from B
155a.GIF (2901 byte)
     

29. Point C is now known, and you can use it in a similar way to determine other points, taking, for example, BC as a base line to determine D. You can then repeat this mapping process, using each point as it becomes known, as long as each point you need to map is visible from two other known points.

 
Move to the next triangle
155_a.GIF (5966 byte)
     

30. To check how accurately you have mapped a new point, set up the plane-table over the corresponding point in the field. Then orient the table along one line in the field and take a backsight to check that the second line on the map corresponds with the correct line in the field.

Note: you can obtain the best results if you use triangles with equal sides. The summit angles in these triangles are all equal to 60. In all cases, you should avoid angles smaller than 15 or larger than 165.

 

 
Check your work by backsighting
 156.GIF (5193 byte)

   
Choose the proper angle
   
         
Too small
156_a.GIF (1863 byte)
 
Too large
156_b.GIF (1826 byte)
 
Best angle
156_c.GIF (1841 byte)

Mapping with a plane-table by combined methods

31. In most cases, you will map an area with a plane-table by using a combination of the methods of traversing, radiating and triangulation.

32. You need to map site ABCDA, which includes such features as a rocky area, a group of houses and a well. Clearly mark points A, B, C and D with ranging poles.

 
Site ABCDA
157.GIF (12652 byte)
     

33. Set up the plane-table at corner A of the area. Locate the mapped position of A on the sheet of paper. Be sure to choose a point which will allow you to plot the other features of the map within the limits of the sheet of paper at the drawing scale you have chosen. Orient the sheet by drawing the direction of magnetic north.

34. From station A, you can see the rocks and the houses. By radiating, determine the directions of the rocks and the houses from this station. Then measure and map AB.

 
157a.GIF (6118 byte)
     

35. Move the plane-table and set it up over corner B. Roughly orient the board by backsighting to A, and check this orientation with the magnetic compass.

36. From station B, you can see the rocks and the well. By radiating and triangulation, locate and map the rocks, and determine the direction of the well. Measure and map BC.

 
At B
158.GIF (9088 byte)
     

37. Repeat this process at point C, from which you can check on the position of the rocks and locate the well and the houses. Measure and map CD.

 
At C
158a.GIF (9506 byte)
     
38. Repeat this process at point D, from which you can check on the positions of the houses and the well. Measure and map DA.  
At D
159.GIF (7117 byte)
     

39. Check the error of closure of traverse ABCDA and correct it, if possible. If the error is too great, repeat the survey.

40. Finish the map, checking that you have included all the information you need (see Section 9.0, step 6).

 

Finished map

159_a.GIF (18161 byte)


9.3 How to map by protractor and scale

1. When you map in the office, using field records, you will usually plot horizontal distances with a ruler/scale, and the horizontal angles with a protractor (see Section 3.3).

2. First, using the scale you have chosen, make a rough sketch of the area to determine its size and shape. From this sketch, decide how large a piece of paper you will need to make everything fit and determine the position of your map on the sheet of paper.

 
160.GIF (8691 byte)
     

3. Draw the first line in the right place on the paper and determine its length AB, using the selected scale. Using a pencil with a hard lead, accurately mark points A and B on the paper as two dots with a small circle around each.

Note: draw the line so that it will extend beyond the next angle-point B, a distance greater than the radius R of the protractor.

 
161.GIF (4962 byte)
     

4. Place the protractor along line AB so that:

  • its centre is exactly on the second angle-point B; and
  • marks 0 and 180 line up exactly with line AB.
 
161a.GIF (5194 byte)
     
5. Plot the angle, which you have obtained from your field notes, remove the protractor, and draw the second line. Locate and map point C according to the measured distance and scale.  
161b.GIF (5448 byte)

6. Place the protractor along this last line with its centre opposite point C. Lay out the measured angle, and draw the third line. Locate and map point D according to the measured distance and scale.

7. Repeat this process until you have mapped the entire traverse.

 
162.GIF (3329 byte)
     

8. Locate the details on the plan from this traverse line. Plot the positions of buildings, fences, rocky areas, streams, paths, etc., using the scale for distances and the protractor for angles.

9. You can use a method similar to this one to map survey information which you have obtained by radiating, by triangulation, and by offsets.

 
162a.GIF (7635 byte)

9.4 How to map contours

What is a contour line?

What are the characteristics of contour lines?

1. Contour lines are lines drawn to join points of equal elevation. On a plan or map, they represent the contours you found and marked in the field (see Section 8.3). Contour lines show the three-dimensional ground topography of a site on a two-dimensional map or plan.

2. As you have already learned (see Section 8.3, step 7), contours are surveyed on the basis of a selected contour interval. Similarly, contour lines are drawn at equal vertical intervals. You should always clearly state the contour interval of the mapped contour lines.

Hill
163.GIF (4400 byte)
 
Peak
163a.GIF (5430 byte)
     
Two hills
163b.GIF (5871 byte)
 
Valley
163c.GIF (5348 byte)

Contour interval = 50 m

     
3. If you clearly understand the characteristics of contour lines (CL), you will be able to survey, make contour maps and read maps much more easily. The facts to remember are:
  • all points on a contour line are at the same elevation;
  • contour lines cannot cross each other or divide in any way (such as branching or splitting off);
  • contour lines always close on themselves, either within or outside the limits of the map. When they close within the map's limits, they indicate either a summit (such as a hill) or a depression (such as a valley);
  • straight, parallel contour lines indicate horizontal ground;
  • evenly spaced contour lines indicate a uniform, or regular, ground slope;
  • the closer the contour lines, the steeper the slope (see Note);
  • widely spaced contour lines indicate a gentle slope;
  • closely spaced contour lines indicate a steep slope;
  • the steepest slope is always at right angles to the contour lines;
  • contour lines cross ridges perpendicularly;
  • contour lines cross river valleys following a U- or V-shaped path.

Note: when two contour lines of equal elevation are near each other, the land between them is often flatter than the general trend of slope but its slope is indeterminate (unknown).

Areas of indeterminate slope
164.GIF (14654 byte)

 
164a.GIF (175367 byte)

Choosing the contour interval of contour lines

4. Before drawing the contour lines on a plan or map, you must choose the contour interval you will use. The contour interval mainly depends on the accuracy or scale you need for the drawing, and on the topography of the area (see Table 12). A smaller contour interval, such as 0.15 m, 0.25 m or 0.5 m, is generally used for flat or gently sloping areas. Remember that most fish-farm sites are located in such areas.

 
165.GIF (9729 byte)
     

TABLE 12
Contour intervals (metres)

Topography
Map Scale
Greater than 1:1000
1:1000 to 1:10000
Smaller than 1:10000
Flat
0.15 to 0.3
0.3 to 0.6
0.6 to 3
Gently sloping
0.3 to 0.6
0.6 to 1.5
1.5 to 3
Hilly
0.6 to 1.5
1.5 to 3
3 to 6
     

Making a contour map

5. First prepare a planimetric map of the area. This is a map showing the boundaries of the land, the surveying stations, the major physical features and all available details (see Sections 9.2 and 9.3).

6. Add the points of known ground elevation to the map. To locate these points on the map, use a distance scale and, if necessary, a protractor for determining any angles. Write the elevations next to the points.

 
165_a.GIF (12216 byte)

7. Find the points of lower ground elevation. Then, according to the contour interval you have chosen, determine which elevation represents the first contour line you need to draw.

8. The first contour line will pass between ground points with elevations which are lower and higher than the elevation of the contour points. Carefully locate the path of the contour line between these higher and lower points, as you draw. Note that contour lines are usually curved, not straight. You should draw them free-hand, rather than using a ruler to connect the points.

166.GIF (18182 byte)
 
166a.GIF (19120 byte)

9. Using the same procedure, draw the other contour lines. Show the progressively higher elevations as multiples of the selected contour interval.

Note: contour lines are only drawn for elevations which are multiples of the contour interval. Show the elevations of the contours by writing in numbers at appropriate intervals; the contour line is usually broken to leave a space for the number.

 
167.GIF (11600 byte)
     
10. This general procedure may vary, depending on the contour surveying method you have used in the field.

(a) If you have used a direct method (see Section 8.3, steps 10-29), the plan survey of the contours you have identified gives you all the information you need to map the corresponding contour lines. You will reduce the measured distances to scale, and use the parallel lines marked on the ground as a background to the contour lines.

(b) If you have used an indirect method (see Section 8.3, steps 30-33), you will lay out the pattern of lines roughly in the drawing, map the points of known elevation and note their elevations. Then, estimate the position of the contour lines, as explained above.

 

168_a.GIF (9853 byte)

168.GIF (13725 byte)

9.5 How to plot longitudinal profiles

Why are longitudinal profiles plotted?

1. Longitudinal profiles are plotted to show relative elevations on a plan. When you design a fish-farm, longitudinal profiles help you to determine the route and the bottom slope of such works as water-supply and drainage canals. They are also useful when you need to estimate the amounts of earth you need to dig out or build up on a site (called the volumes of earthwork), and when you choose sites for the construction of reservoir dams and river barrages (small dams that channel the water into ditches or canals).

Information from which longitudinal profiles can be plotted

2. You plot a longitudinal profile as a continuous line drawn through points of known elevations. The information you use for this can be:

 
169.GIF (9049 byte)
     

Scales to be used for longitudinal profiles

3. You need two different scales to be able to plot longitudinal profiles:

  • a horizontal scale, which reduces horizontal ground distances;
  • a vertical scale, which reduces vertical elevations.

Both scales should use the same unit of length. This is usually the metre.

4. The horizontal scale of the profile should preferably be the same as the scale of the plan or map.

Example

If the scale of the plan is 1 cm per metre, the horizontal scale of the longitudinal profile should also be 1 cm per m.

 
170.GIF (10931 byte)
     

5. In most aquaculture surveys, the differences in elevation are very small in comparison to the horizontal distances. When you plot longitudinal profiles for such a survey, you will therefore need to make the differences in elevation seem larger. You can use a vertical scale which is from 10 to 100 times larger than the horizontal scale.

 
171.GIF (5322 byte)
     

Example

Horizontal scale Vertical scale
1 cm per 25 m 1 cm per 2.5 m
1 cm per 10 m 1 cm per 0.25 m
 
171a.GIF (5307 byte)

Plotting profiles from contour maps

6. Get some sheets of square-ruled millimetric paper. Or, use one sheet as a guide only, placing it under a sheet of transparent tracing paper on which you will plot your profiles.

7. On the contour map, draw line AB along which you need to determine the longitudinal profile. Study the range of the elevations you will plot, choose the vertical scale, and decide where to start your drawing so that it will fit within the limits of the sheet of paper. Choose the horizontal scale equal to the scale of the contour map.  

 

172.GIF (10940 byte)

Contour interval 2 m
Horizontal scale: 1 cm = 20 m
Total vertical distance: 506 m - 484 m = 22 m

     

Example

Contour map with contour interval = 2 m;
contour lines from 484 m to 506 m;
horizontal scale 1 cm = 20 m (map and profile);
vertical scale 1 cm = 0.25 m.

 
172a.GIF (10898 byte)
     

8. Cut a strip of paper a little longer than the longitudinal profile AB you need to draw and about 2 cm wide. Place this paper strip on the contour map with one edge exactly on line AB.

9. Mark points A and B with thin vertical lines to indicate the end-points of the longitudinal profile. In a similar way, mark the position of each of the contour lines along the edge of the strip. Note the elevations of the main contour lines next to their mark.

 
173.GIF (16155 byte)
     

10. Place the paper strip on the drawing sheet. Its marked edge should line up with the horizontal line representing the lowest elevation present (484 m) in the longitudinal profile. Align point A on the strip with the starting point of the drawing.

11. Transfer all the pencilled marks from the paper strip to the drawing and note the main elevations next to their marks.

 
173a.GIF (10284 byte)

12. Using the vertical scale as a reference, transfer each of these marks vertically up to the horizontal line that corresponds to its elevation. Using a sharp pencil with a hard lead, make a small circled dot at each of these points on the lines.

13. Join these points with a continuous line, which represents the longitudinal profile of the ground along selected line AB.

Note: you can only apply this method if the horizontal scale of your drawing is the same as the distance scale of the contour map.

174.GIF (19954 byte)

   Plotting profiles from your own field survey

14. You can use measurements of distances and elevations from a field survey to plot profiles. Along the horizontal axis, first plot the positions of the survey stations which you have located, for example at regular intervals along a centre-line (see Section 8.2) using the horizontal scale (here 1 cm = 10 m) as a basis. Next to each of these points, mark its distance from the starting point of the profile, the cumulative distance* (in m).  
175.GIF (17143 byte)
     

15. For each of these points, plot the elevations on vertical lines, using the vertical scale (1 cm = 5 cm) and the two extreme elevations (1.34 m and 1.06 m) as bases.

16. Join these points with a continuous line, which represents the profile of the ground along the centre-line.

17. Add more information, such as the elevations of the bench-mark (BM) and of any turning point (TP). If you also plot the proposed canal slope (0.15 cm/m = 7.5 cm/ 50 m), you can use the drawing to easily locate areas where you need to raise the land to a required level (called a fill*), or places where you need to dig a channel (called a cut*). Then you can use the drawing to estimate the amount of earthwork these will require.

 
176.GIF (24917 byte)

9.6 How to plot cross-section profiles

1. You can plot cross-section profiles either from contour maps or from levelling-survey information.

2. A good example of when to use a cross-section profile plotted from a contour map is for a study of a river valley when you want to create a water reservoir, or build a small barrage that will raise the water level and fill the fish-ponds by gravity.

3. If you use the information from a levelling survey, you can plot cross-section profiles to calculate volumes of earthwork when you are building water canals and fish-ponds, for example (see next manual on Constructions, in this series).

 
177.GIF (10298 byte)
     
   
177a.GIF (24951 byte)
     

Plotting cross-section profiles from contour maps

4. On the contour map, draw the lines along which you will study the profiles. These lines should be perpendicular to a longitudinal profile.

5. Get several sheets of square-ruled millimetric paper, or use one sheet as a guide only, under transparent tracing paper. Plot the cross-section profiles with the help of a marked paper strip (as described in Section 9.5, steps 8-13).

 
Scale: 1 cm = 20 m
178.GIF (12108 byte)
     

6. Remember that:

  • the horizontal scale of the drawing should be the same as the distance scale of the contour map; and
  • the vertical scale of the drawing should be from 10 to 20 times larger than the horizontal scale.
 
Cross-sections of a valley 178a.GIF (18627 byte)
     

 Plotting cross-section profiles for earthwork estimates

7. To estimate how much earthwork you need to do, you can usually plot cross-sections to a scale of either 1 cm per metre or 1 cm per 0.5 m. Use the larger scale when the amount of a cut or fill is small. Horizontal scales and vertical scales should be identical, so that you can obtain a true surface area from the scaled dimensions.

8. You can plot best on square-ruled millimetric paper or use one sheet of such paper as a guide placed under a sheet of transparent tracing paper.

9. Draw a vertical centre-line (LL) representing the centre-line of the cross-section profile. LL should follow one of the heavier lines of the squared-ruled paper.

10. On both sides of this centre-line, draw the ground profile EFD on the basis of your levelling data, using the horizontal scale for distances and the vertical scale for elevations.

 
179.GIF (9669 byte)
     

11. From your longitudinal profile, locate point A on line LL. In the example, it represents the elevation of the bottom of the canal at this particular levelling station (see Section 9.5, step 17).

12. Through point A, draw a horizontal line BAC to show the canal bottom. Make sure that AB = AC, and each is half the width of the canal bottom.

 

 
180.GIF (6743 byte)
     

13. Through B and C, draw lines BE and CD representing the sides of the canal (for example, with a slope of 1.5: 1). These two lines intersect the ground surface at points E and D.

14. The cross-section EBACDFE represents a vertical section of the earth. You can then easily calculate the area of this cross-section (see, for example, Section 10.3). Using this area as a basis, you can estimate the volume of earth you need to remove from this location along the centre-line of the canal.

 
180_a.GIF (6929 byte)
     
   
180_b.GIF (8022 byte)