The elevation of points
on the ground and the relief of an area affect the movement, positioning,
and, in some cases, effectiveness of military units.
Soldiers must know how to determine locations of points on a map,
measure distances and azimuths, and identify symbols on a map.
They must also be able to determine the elevation and relief of
areas on standard military maps. To do this, they must first
understand how the mapmaker indicated the elevation and relief
on the map.
There must be a reference or start point to measure anything. The reference or start point for vertical measurement of elevation on a standard military map is the datum plane or mean sea level, the point halfway between high tide and low tide. Elevation of a point on the earth's surface is the vertical distance it is above or below mean sea level. Relief is the representation (as depicted by the mapmaker) of the shapes of hills, valleys, streams, or terrain features on the earth's surface.
102. METHODS OF DEPICTING RELIEF
There are several methods used by mapmakers to depict relief of the terrain.
a. Layer Tinting. Layer tinting is a method of showing relief by color. A different color is used for each band of elevation. Each shade of color, or band, represents a definite elevation range. A legend is printed on the map margin to indicate the elevation range represented by each color. However, this method does not allow the map user to determine the exact elevation of a specific point--only the range.
b. Form Lines. Form lines are not measured from any datum plane. Form lines have no standard elevation and give only a general idea of relief. Form lines are represented on a map as dashed lines and are never labeled with representative elevations.
c. Shaded Relief. Relief shading indicates relief by a shadow effect achieved by tone and color-that results in the darkening of one side of terrain features, such as hills and ridges. The darker the shading, the steeper the slope. Shaded relief is sometimes used in conjunction with contour lines to emphasize these features.
d. Hachures. Hachures are short, broken lines used to show relief. Hachures are sometimes used with contour lines. They do not represent exact elevations, but are mainly used to show large, rocky outcrop areas. Hachures are used extensively on smallscale maps to show mountain ranges, plateaus, and mountain peaks.
e. Contour Lines. Contour lines are the most common method of showing relief and elevation on a standard topographic map. A contour line represents an imaginary line on the ground, above or below sea level. All points on the contour line are at the same elevation. The elevation represented by contour lines is the vertical distance above or below sea level. The three types of contour lines (Figure 101) used on a standard topographic map are as follows:
(2) Intermediate. The contour lines falling between the index contour lines are called intermediate contour lines. These lines are finer and do not have their elevations given. There are normally four intermediate contour lines between index contour lines.
(3) Supplementary. These contour lines resemble dashes. They show changes in elevation of at least one-half the contour interval. These lines are normally found where there is very little change in elevation, such as on fairly level terrain.
Before the elevation of any point on the map can be determined, the user must know the contour interval for the map he is using. The contour interval measurement given in the marginal information is the vertical distance between adjacent contour lines. To determine the elevation of a point on the map--
a. Determine the contour interval and the unit of measure used, for example, feet, meters, or yards (Figure 102).
b. Find the numbered index contour line nearest the point of which you are trying to determine the elevation (Figure 103).
c. Determine if you are going from lower elevation to higher, or vice versa. In Figure 103, point (a) is between the index contour lines. The lower index contour line is numbered 500, which means any point on that line is at an elevation of 500 meters above mean sea level. The upper index contour line is numbered 600, or 600 meters. Going from the lower to the upper index contour line shows an increase in elevation.
d. To determine the exact elevation of point (a), start at the index contour line numbered 500 and count the number of intermediate contour lines to point (a). Point (a) is located on the second intermediate contour line above the 500meter index contour line. The contour interval is 20 meters (Figure 102), thus each one of the intermediate contour lines crossed to get to point (a) adds 20 meters to the 500meter index contour line. The elevation of point (a) is 540 meters; the elevation has increased.
e. To determine the elevation of point (b), go to the nearest index contour line. In this case, it is the upper index contour line numbered 600. Point (b) is located on the intermediate contour line immediately below the 600meter index contour line. Below means downhill or a lower elevation. Therefore, point (b) is located at an elevation of 580 meters. Remember, if you are increasing elevation, add the contour interval to the nearest index contour line. If you are decreasing elevation, subtract the contour interval from the nearest index contour line.
f. To determine the elevation to a hilltop, point (c), add onehalf the contour interval to the elevation of the last contour line. In this example, the last contour line before the hilltop is an index contour line numbered 600. Add onehalf the contour interval, 10 meters, to the index contour line. The elevation of the hilltop would be 610 meters.
g. There may be times when you need to determine the elevation of points to a greater accuracy. To do this, you must determine how far between the two contour lines the point lies. However, most military needs are satisfied by estimating the elevation of points between contour lines (Figure 104).
(2) Point (b) is onehalf the distance between contour lines. The contour line immediately below point (b) is at an elevation of 160 meters. The contour interval is 20 meters; thus onehalf the contour interval is 10 meters. In this case, add 10 meters to the last contour line of 160 meters. The elevation of point (b) would be approximately 170 meters.
(3) A point located more than threefourths of the distance between contour lines is considered to be at the same elevation as the next contour line. Point (c) is located threefourths of the distance between contour lines. In Figure 104, point (c) would be considered to be at an elevation of 180 meters.
i. In addition to the contour lines, bench marks and spot elevations are used to indicate points of known elevations on the map.
(2) Spot elevations are shown by a brown X and are usually located at road junctions and on hilltops and other prominent terrain features. If the elevation is shown in black numerals, it has been checked for accuracy; if it is in brown, it has not been checked.
Depending on the military mission, soldiers may need to determine not only the height of a hill, but the degree of the hill's slope as well. The rate of rise or fall of a terrain feature is known as its slope. The speed at which equipment or personnel can move is affected by the slope of the ground or terrain feature. This slope can be determined from the map by studying the contour lines--the closer the contour lines, the steeper the slope; the farther apart the contour lines, the gentler the slope. Four types of slopes that concern the military are as follows:
a. Gentle. Contour lines showing a uniform, gentle slope will be evenly spaced and wide apart (Figure 106). Considering relief only, a uniform, gentle slope allows the defender to use grazing fire. The attacking force has to climb a slight incline.
b. Steep. Contour lines showing a uniform, steep slope on a map will be evenly spaced, but close together. Remember, the closer the contour lines, the steeper the slope (Figure 107). Considering relief only, a uniform, steep slope allows the defender to use grazing fire, and the attacking force has to negotiate a steep incline.
c. Concave. Contour lines showing a concave slope on a map will be closely spaced at the top of the terrain feature and widely spaced at the bottom (Figure 108). Considering relief only, the defender at the top of the slope can observe the entire slope and the terrain at the bottom, but he cannot use grazing fire. The attacker would have no cover from the defender's observation of fire, and his climb would become more difficult as he got farther up the slope.
d. Convex. Contour lines showing a convex slope on a map will be widely spaced at the top and closely spaced at the bottom (Figure 109). Considering relief only, the defender at the top of the convex slope can obtain a small distance of grazing fire, but he cannot observe most of the slope or the terrain at the bottom. The attacker will have concealment on most of the slope and an easier climb as he nears the top.
The speed at which personnel and equipment can move up or down a hill is affected by the slope of the ground and the limitations of the equipment. Because of this, a more exact way of describing a slope is necessary.
a. Slope may be expressed in several ways, but all depend upon the comparison of vertical distance (VD) to horizontal distance (HD) (Figure 10-10). Before we can determine the percentage of a slope, we must know the VD of the slope. The VD is determined by subtracting the lowest point of the slope from the highest point. Use the contour lines to determine the highest and lowest point of the slope (Figure 1011).

b. To determine the percentage of the slope between points (a) and (b) in Figure 1011, determine the elevation of point (b) (590 meters). Then determine the elevation of point (a) (380 meters). Determine the vertical distance between the two points by subtracting the elevation of point (a) from the elevation of point (b). The difference (210 meters) is the VD between points (a) and (b). Then measure the HD between the two points on the map in Figure 1012. After the horizontal distance has been determined, compute the percentage of the slope by using the formula shown in Figure 1013.
c. The slope angle can also be expressed in degrees. To do this, determine the VD and HD of the slope. Multiply the VD by 57.3 and then divide the total by the HD (Figure 1014). This method determines the approximate degree of slope and is reasonably accurate for slope angles less than 20°.
d. The slope angle can also be expressed as a gradient. The relationship of horizontal and vertical distance is expressed as a fraction with a numerator of one (Figure 1015).
All terrain features are derived from a complex landmass known as a mountain or ridgeline (Figure 1016). The term ridgeline is not interchangeable with the term ridge. A ridgeline is a line of high ground, usually with changes in elevation along its top and low ground on all sides from which a total of 10 natural or manmade terrain features are classified.
a. Major Terrain Features.
b. Minor Terrain Features.
c. Supplementary Terrain Features.
Terrain features do not normally stand alone. To better understand these when they are depicted on a map, you need to interpret them. You can interpret terrain features (Figure 1026) by using contour lines, the SOSES approach, ridgelining, or streamlining.
a. Contour Lines. Emphasizing the main contour lines is a technique used to interpret the terrain of an area. By studying these contour lines, you will get a better understanding of the layout of the terrain and be able to decide on the best route.
(3) To the south lies a valley; the valley slopes downward from east to west. Note that the U of the contour line points to the east, indicating higher ground in that direction and lower ground to the west. Another look at the valley shows high ground to the north and south of the valley.
(4) Just east of the valley is a depression. Looking from the bottom of the depression, there is higher ground in all directions.
(5) There are several spurs extending generally south from the ridgeline. They, like ridges, have lower ground in three directions and higher ground in one direction. Their contour line U's point away from higher ground.
(6) Between the ridges and spurs are draws. They, like valleys, have higher ground in three directions and lower ground in one direction. Their contour line U's and V's point toward higher ground.
(7) Two contour lines on the north side of the center hill are touching or almost touching. They have ticks indicating a vertical or nearly vertical slope or a cliff.
(8) The road cutting through the eastern ridge depicts cuts and fills. The breaks in the contour lines indicate cuts, and the ticks pointing away from the road bed on each side of the road indicate fills.
(2) Orientation. The general trend or direction of a feature from your viewpoint. A feature can be in line, across, or at an angle to your viewpoint.
(3) Size. The length or width of a feature horizontally across its base. For example, one terrain feature might be larger or smaller than another.
(4) Elevation. The height of a terrain feature. This can be described either in absolute or relative terms as compared to the other features in the area. One landform may be higher, lower, deeper, or shallower than another.
(5) Slope. The type (uniform, convex, or concave) and the steepness or angle (steep or gentle) of the sides of a terrain feature.
NOTE: Further terrain analysis using SOSES can be learned by using the Map Interpretation and Terrain Association Course. It consists of three separate courses of instruction: basic, intermediate, and advanced. Using photographic slides of terrain and other features, basic instruction teaches how to identify basic terrain feature types on the ground and on the map. Intermediate instruction teaches elementary map interpretation and terrain association using real world scenes and map sections of the same terrain. Advanced instruction teaches advanced techniques for map interpretation and terrain association. The primary emphasis is on the concepts of map design guidelines and terrain association skills. Map design guidelines refer to the rules and practices used by cartographers in the compilation and symbolization of military topographic maps. Knowledge of the selection, classification, and symbolization of mapped features greatly enhances the user's ability to interpret map information.
c. Ridgelining. This technique helps you to visualize the overall lay of the ground within the area of interest on the map. Follow these steps:
(2) Trace over the crests so each ridgeline stands out clearly as one identifiable line.
(3) Go back over each of the major ridgelines and trace over the prominent ridges and spurs that come out of the ridgelines.
d. Streamlining. This procedure (Figure 10-27) is similar to that of ridgelining.
(2) Trace over them to make them stand out more prominently.
(3) Then identify other low ground, such as smaller valleys or draws that feed into the major streams, and trace over them.
The study of contour lines to determine high and low points of elevation is usually adequate for military operations. However, there may be a few times when we need a quick and precise reference to determine exact elevations of specific points. When exactness is demanded, a profile is required. A profile, within the scope and purpose of this manual, is an exaggerated side view of a portion of the earth's surface along a line between two or more points.
a. A profile can be used for many purposes. The primary purpose is to determine if line of sight is available. Line of sight is used--
(2) To plot hidden areas or dead space.
(3) To determine potential direct fire weapon positions.
(4) To determine potential locations for defensive positions.
(5) To conduct preliminary planning in locating roads, pipelines, railroads, or other construction projects.
(3) Select a piece of lined notebook paper with as many lines as was determined in (2) above. The standard Army green pocket notebook or any other paper with 1/4inch lines is ideal. Wider lines, up to 5/8inch, may be used. If lined paper is not available draw equally spaced horizontal lines on a blank sheet of paper.
(4) Number the top line with the highest value and the bottom line with the lowest value as determined in (2) above.
(5) Number the rest of the lines in sequence, starting with the second line from the top. The lines will be numbered in accordance with the contour interval (Figure 1029).
(7) From every point on the profile line where a contour line, stream, intermittent stream, or other body of water crosses or touches, drop a perpendicular line to the line having the same value. Place a tick mark where the perpendicular line crosses the number line (Figure 1029). Where trees are present, add the height of the trees to the contour line and place a tick mark there. Assume the height of the trees to be 50 feet or 15 meters where dark green tint is shown on the map. Vegetation height may be adjusted up or down when operations in the area have provided known tree heights.
(8) After all perpendicular lines have been drawn and tick marks placed where the lines cross, connect all tick marks with a smooth, natural curve to form a horizontal view or profile of the terrain along the profile line (Figure 1029).
(9) The profile drawn may be exaggerated. The spacing between the lines drawn on the sheet of paper will determine the amount of exaggeration and may be varied to suit any purpose.
(10) Draw a straight line from the start point to the end point on the profile. If the straight line intersects the curved profile, line of sight to the end point is not available (Figure 1030).
| AYes | DYes | GYes |
| BNo | ENo | HNo |
| CNo | FNo | INo |
