This chapter covers how to determine and report positions on the ground in terms of their locations on a map. Knowing where you are (position fixing) and being able to communicate that knowledge is crucial to successful land navigation as well as to the effective employment of direct and indirect fire, practical air support, and medical evacuation. It is essential for valid target acquisition; accurate reporting of nuclear, biological, and chemical (NBC) contamination and various danger areas; and obtaining emergency resupply. Few factors contribute as much to the survivability of troops and equipment and to the successful accomplishment of a mission as always knowing where you are. The chapter includes explanations of geographical coordinates' Universal Transverse Mercator grids, the military grid reference system, and the use of grid coordinates.
In a city, it is quite simple to find a location; the streets are named and the buildings have numbers. The only thing needed is the address. However, finding locations in undeveloped areas or in unfamiliar parts of the world can be a problem. To cope with this problem, a uniform and precise system of referencing has been developed.
One of the oldest systematic methods of location is based upon the geographic coordinate system. By drawing a set of eastwest rings around the globe (parallel to the equator), and a set of northsouth rings crossing the equator at right angles and converging at the poles, a network of reference lines is formed from which any point on the earth's surface can be located.
a. The distance of a point north or south of the equator is known as its latitude. The rings around the earth parallel to the equator are called parallels of latitude or simply parallels. Lines of latitude run eastwest but northsouth distances are measured between them.
b. A second set of rings around the globe at right angles to lines of latitude and passing through the poles are known as meridians of longitude or simply meridians. One meridian is designated as the prime meridian. The prime meridian of the system we use runs through Greenwich, England and is known as the Greenwich meridian. The distance east or west of a prime meridian to a point is known as its longitude. Lines of longitude (meridians) run northsouth but eastwest distances are measured between them (Figures 41 and 42).
c. Geographic coordinates are expressed in angular measurement. Each circle is divided into 360 degrees, each degree into 60 minutes, and each minute into 60 seconds. The degree is symbolized by °, the minute by ', and the second by ". Starting with 0° at the equator, the parallels of latitude are numbered to 90° both north and south. The extremities are the north pole at 90° north latitude and the south pole at 90° south latitude. Latitude can have the same numerical value north or south of the equator, so the direction N or S must always be given. Starting with 0° at the prime meridian, longitude is measured both east and west around the world. Lines east of the prime meridian are numbered to 180° and identified as east longitude; lines west of the prime meridian are numbered to 180° and identified as west longitude. The direction E or W must always he given. The line directly opposite the prime meridian, 180°, may be referred to as either east or west longitude. The values of geographic coordinates, being in units of angular measure, will mean more if they are compared with units of measure with which we are more familiar. At any point on the earth, the ground distance covered by one degree of latitude is about 111 kilometers (69 miles); one second is equal to about 30 meters (100 feet). The ground distance covered by one degree of longitude at the equator is also about 111 kilometers, but decreases as one moves north or south, until it becomes zero at the poles. For example, one second of longitude represents about 30 meters (100 feet) at the equator; but at the latitude of Washington, DC, one second of longitude is approximately 24 meters (78 feet). Latitude and longitude are illustrated in Figure 43.
d. Geographic coordinates appear on all standard military maps; on some they may be the only method of locating and referencing the location of a point. The four lines that enclose the body of the map (neatlines) are latitude and longitude lines. Their values are given in degrees and minutes at each of the four corners. On a portion of the Columbus map (Figure 44), the figures 32°15' and 84°45' appear at the lower right corner. The bottom line of this map is latitude 32°15'00"N, and the line running up the right side is longitude 84°45'00"W. In addition to the latitude and longitude given for the four corners, there are, at regularly spaced intervals along the sides of the map, small tick marks extending into the body of the map. Each of these tick marks is identified by its latitude or longitude value. Near the top of the right side of the map is a tick mark and the number 20'. The full value for this tick marks is 32°20'00" of latitude. At onethird and twothirds of the distance across the map from the 20' tick mark will be found a cross tick mark (grid squares 0379 and 9679) and at the far side another 20' tick mark. By connecting the tick marks and crosses with straight lines, a 32°20'00" line of latitude can be added to the map. This procedure is also used to locate the 32°25'00" line of latitude. For lines of longitude, the same procedure is followed using the tick marks along the top and bottom edges of the map.
e. After the parallels and meridians have been drawn, the geographic interval (angular distance between two adjacent lines) must be determined. Examination of the values given at the tick marks gives the interval. For most maps of scale 1:25,000, the interval is 2'30". For the Columbus map and most maps of scale 1:50,000, it is 5'00". The geographic coordinates of a point are found by dividing the sides of the geographic square in which the point is located into the required number of equal parts. If the geographic interval is 5'00" and the location of a point is required to the nearest second, each side of the geographic square must be divided into 300 equal parts (5'00" = 300"), each of which would have a value of one second. Any scale or ruler that has 300 equal divisions and is as long as or longer than the spacing between the lines may be used.
f. The following steps will determine the geographic coordinates of Wilkinson Cemetery (northwest of the town of Cusseta) on the Columbus map.
(2) Determine the values of the parallels and meridians where the point falls.
Longitude 84°45'00" and 84°50'00".
(4) Select a scale that has 300 small divisions or multiples thereof (300 divisions, one second each; 150 divisions, two seconds each; 75 divisions, four seconds each, and so forth).
(5) To determine the latitude--
(b) Keeping the 0 and 300 on the two lines, slide the scale (2, Figure 44) along the parallels until the Wilkinson Cemetery symbol is along the edge of the numbered scale.
(c) Read the number of seconds from the scale (3, Figure 44), about 246.
(d) Convert the number of seconds to minutes and seconds (246" = 4'6") and add to the value of the lower numbered line (32°15'00" + 4'06" = 32°19'06") (4, Figure 4-4).
(e) The latitude is 32°19'06", but this is not enough.
(f) The latitude 32°19'06" could be either north or south of the equator, so the letter N or S must be added to the latitude. To determine whether it is N or S, look at the latitude values at the edge of the map and find the direction in which they become larger. If they are larger going north, use N; if they are larger going south, use S.
(g) The latitude for the cemetery is 32°19'06"N.
g. To locate a point on Columbus map (Figure 4-6) when knowing the geographic coordinates, many of the same steps are followed. To locate 32°25'28"N and 84°50'56"W, first find the geographic lines within which the point fills: latitude 32°25'00" and 32°30'0"; and longitude 84°50'00" and 84°55'00". Subtract the lower latitude/longitude from the higher latitude/longitude.
(2) Place the 0 of the scale on the 84°50'00" line and the 300 on the 84°50'55". Make a mark at the number 56 on the scale (the difference between the lower and higher longitude.
(3) Draw a vertical line from the mark at 56 and a horizontal line from the mark at 28; they will intersect at 32°25'28"N and 84°50'56"W.
(3) Find another cross in grid square GL0379 and a tick mark in grid square GL1179 with 20'.
(4) Enclose the control station by connecting the crosses and tick marks. The control station is between 20' and 25' (Figure 47).
(5) With a boxwood scale, measure the distance from the bottom line to the top line that encloses the area around the control station on the map (total distance) (Figure 47).
(6) Measure the partial distance from the bottom line to the center of the control station (Figure 47). These straightline distances are in direct proportion to the minutes and seconds of latitude and are used to set up a ratio.
(7) The total distance is 9,200 meters, and the partial distance is 5,125 meters (Figure 47).
(8) With the two distances and the fiveminute interval converted to seconds (300"), determine the minutes and seconds of latitude using the following formula:
2. 1,537,500 ÷ 9,200 = 167
3. 167 ÷ 60 = 2'47"
4. Add 2'47" to 32°20'00" = 32°22'47"
(10) The total distance is 7,830 meters, and the partial distance is 4,000 meters (Figure 47).
2. 1,200,000 ÷ 7,830 = 153
3. 153 ÷ 60 = 2'33"
4. Add 2'33" to 84°45' = 84°47'33"N
NOTE: When computing formulas, you must round off totals to the nearest whole number in step 2. In step 3, convert the fraction to seconds by multiplying the fraction by 60 and rounding off if the total is not a whole number.
An examination of the transverse Mercator projection, which is used for largescale military maps, shows that most lines of latitude and longitude are curved lines. The quadrangles formed by the intersection of these curved parallels and meridians are of different sizes and shapes, complicating the location of points and the measurement of directions. To aid these essential operations, a rectangular grid is superimposed upon the projection. This grid (a series of straight lines intersecting at right angles) furnishes the map reader with a system of squares similar to the block system of most city streets. The dimensions and orientation of different types of grids vary, but three properties are common to all military grid systems: one, they are true rectangular grids; two, they are superimposed on the geographic projection; and three, they permit linear and angular measurements.
a. Universal Transverse Mercator Grid. The UTM grid has been designed to cover that part of the world between latitude 84°N and latitude 80°S, and, as its name implies, is imposed on the transverse Mercator projection. Each of the 60 zones (6 degrees wide) into which the globe is divided for the grid has its own origin at the intersection of its central meridian and the equator (Figure 48). The grid is identical in all 60 zones. Base values (in meters) are assigned to the central meridian and the equator, and the grid lines are drawn at regular intervals parallel to these two base lines. With each grid line assigned a value denoting its distance from the origin, the problem of locating any point becomes progressively easier. Normally, it would seem logical to assign a value of zero to the two base lines and measure outward from them. This, however, would require either that directions-- N, S, E, or W-- be always given with distances, or that all points south of the equator or west of the central meridian have negative values. This inconvenience is eliminated by assigning "false values" to the base lines, resulting in positive values for all points within each zone. Distances are always measured RIGHT and UP (east and north as the reader faces the map), and the assigned values are called "false easting" and "false northing." (Figure 49) The false easting value for each central meridian is 500,000 meters, and the false northing value for the equator is 0 meters when measuring in the northern hemisphere and 10,000,000 meters when measuring in the southern hemisphere. The use of the UTM grid for point designation will be discussed in detail in paragraph 44.
b. Universal Polar Stereographic Grid. The UPS grid is used to represent the polar regions. (Figure 410)
(2) South polar area. The origin of the UPS grid in the south polar area is the south pole. The base lines are similar to those of the north polar area.
44. THE US ARMY MILITARY GRID REFERENCE SYSTEM
This grid reference system is designated for use with the UTM and UPS grids. The coordinate value of points in these grids could contain as many as 15 digits if numerals alone were used. The US military grid reference system reduces the length of written coordinates by substituting single letters for several numbers. Using the UTM and the UPS grids, it is possible for the location of a point (identified by numbers alone) to be in many different places on the surface of the earth. With the use of the military grid reference system, there is no possibility of this happening.
a. Grid Zone Designation. The world is divided into 60 grid zones, which are large, regularly shaped geographic areas, each of which is given a unique identification called the grid zone designation.
(2) UPS grid. The remaining letters of the alphabet, A, B, Y, and Z, are used for the UPS grids. Each polar area is divided into two zones separated by the 0180° meridian. In the south polar area, the letter A is the grid zone designation for the area west of the 0180° meridian, and B for the area to the east. In the north polar area, Y is the grid zone designation for the western area and Z for the eastern area (Figure 410).
c. Grid Coordinates. We have now divided the earth's surface into 6° by 8° quadrangles, and covered these with 100,000meter squares. The military grid reference of a point consists of the numbers and letters indicating in which of these areas the point lies, plus the coordinates locating the point to the desired position within the 100,000meter square. The next step is to tie in the coordinates of the point with the larger areas. To do this, you must understand the following.
EXAMPLE: The first grid line north of the south west corner of the Columbus map is labeled 3570000m N. This means its false northing (distance north of the equator) is 3,570,000 meters. The principal digits, 70, identify the line for referencing points in the northerly direction. The smaller digits, 35, are part of the false coordinates and are rarely used. The last three digits, 000, of the value are omitted Therefore, the first grid line east of the southwest corner is labeled 689000m E. The principal digits, 89, identify the line for referencing points in the easterly direction (Figure 4-13).
(3) Grid coordinate scales. The primary tool for plotting grid coordinates is the grid coordinate scale. The grid coordinate scale divides the grid square more accurately than can be done by estimation, and the results are more consistent. When used correctly, it presents less chance for making errors. GTA 5212, 1981, contains four types of coordinate scales (Figure 414).
(b) The 1:50,000 scale (upper left in figure) subdivides the 1,000meter block into 10 major subdivisions, each equal to 100 meters. Each 100meter block is then divided in half. Points falling between the graduations must be estimated to the nearest 10 meters for the fourth and eighth digits of the coordinates.
(c) The 1:100,000 scale (lower left in figure) subdivides the 1,000meter grid block into five major subdivisions of 200 meters each. Each 200meter block is then divided in half at 100meter intervals.
Based on the military principle for reading maps (RIGHT and UP), locations on the map can be determined by grid coordinates. The number of digits represents the degree of precision to which a point has been located and measured on a map--the more digits the more precise the measurement.
a. Without a Coordinate Scale. In order to determine grids without a coordinate scale, the reader simply refers to the northsouth grid lines numbered at the bottom margin of any map. Then he reads RIGHT to the northsouth grid line that precedes the desired point (this first set of two digits is the RIGHT reading). Then by referring to the eastwest grid lines numbered at either side of the map, the map reader moves UP to the eastwest grid line that precedes the desired point (these two digits are the UP reading). Coordinates 1484 locate the 1,000meter grid square in which point X is located, the next square to the right would be 1584; the next square up would be 1485, and so forth (Figure 415). To locate the point to the nearest 100 meters, use estimation. By mentally dividing the grid square in tenths, estimate the distance from the grid line to the point in the same order (RIGHT and UP). Give complete coordinate RIGHT, then complete coordinate UP. Point X is about twotenths or 200 meters to the RIGHT into the grid square and about seventenths or 700 meters UP. The coordinates to the nearest 100 meters are 142847.
b. With a Coordinate Scale. In order to use the coordinate scale for determining grid coordinates, the map user has to make sure that the appropriate scale is being used on the corresponding map, and that the scale is right side up. To ensure the scale is correctly aligned, place it with the zerozero point at the lower left corner of the grid square. Keeping the horizontal line of the scale directly on top of the eastwest grid line, slide it to the right until the vertical line of the scale touches the point for which the coordinates are desired (Figure 416). When reading coordinates, examine the two sides of the coordinate scale to ensure that the horizontal line of the scale is aligned with the eastwest grid line, and the vertical line of the scale is parallel with the northsouth grid line. The scale is used when precision of more than 100 meters is required. To locate the point to the nearest 10 meters, measure the hundredths of a grid square RIGHT and UP from the grid lines to the point. Point X is about 17 hundredths or 170 meters RIGHT and 84 hundredths or 840 meters UP. The coordinates to the nearest 10 meters are 14178484.
c. Recording and Reporting Grid Coordinates. Coordinates are written as one continuous number without spaces, parentheses, dashes, or decimal points; they must always contain an even number of digits. Therefore, whoever is to use the written coordinates must know where to make the split between the RIGHT and UP readings. It is a military requirement that the 100,000 meter square identification letters be included in any point designation. Normally, grid coordinates are determined to the nearest 100 meters (six digits) for reporting locations. With practice, this can be done without using plotting scales. The location of targets and other point locations for fire support are determined to the nearest 10 meters (eight digits).
NOTE: Refer to Figure 417. Care should be exercised by the map reader using the coordinate scale when the desired point is located within the zerozero point and the number 1 on the scale. Always prefix a zero if the hundredths reading is less than 10. In Figure 417, the desired point should be reported as 14818407.
NOTE: Special care should be exercised when recording and reporting coordinates. Transposing numbers or making errors could be detrimental to military operations.
46. LOCATING A POINT USING THE US ARMY MILITARY GRID REFERENCE SYSTEM
There is only one rule to remember when reading or reporting grid coordinates--always read to the RIGHT and then UP. The first half of the reported set of coordinate digits represents the lefttoright (easting) grid label, and the second half represents the label as read from the bottom to top (northing). The grid coordinates may represent the location to the nearest 10, 100, or 1,000meter increment.
a. Grid Zone. The number 16 locates a point within zone 16, which is an area 6° wide and extends between 80°S latitude and 84°N latitude (Figure 48).
b. Grid Zone Designation. The number and letter combination, 16S, further locates a point within the grid zone designation 16S,which is a quadrangle 6° wide by 8° high. There are 19 of these quads in zone 16. Quad X, which is located between 72°N and 84°N latitude, is 12° high (Figure 48).
c. 100,000Meter Square Identification. The addition of two more letters locates a point within the 100,000meter grid square. Thus 16SGL (Figure 411) locates the point within the 100,000meter square GL in the grid zone designation 16S. For information on the lettering system of 100,000meter squares, see TM 52411.
d. 10,000Meter Square. The breakdown of the US Army military grid reference system continues as each side of the 100,000meter square is divided into 10 equal parts. This division produces lines that are 10,000 meters apart. Thus the coordinates 16SGL08 would locate a point as shown in Figure 418A The 10,000meter grid lines appear as index (heavier) grid lines on maps at 1:100,000 and larger.
e. 1,000Meter Square. To obtain 1,000meter squares, each side of the 10,000meter square is divided into 10 equal parts. This division appears on largescale maps as the actual grid lines, they are 1,000 meters apart. On the Columbus map, using coordinates 16SGL0182, the easting 01 and the northing 82 gives the location of the southwest corner of grid square 0182 or to the nearest 1,000 meters of a point on the map (Figure 418B).
f. 100Meter Identification. To locate to the nearest 100 meters, the grid coordinate scale can be used to divide the 1,000meter grid squares into 10 equal parts
g. 10Meter Identification. The grid coordinate scale has divisions every 50 meters on the 1:50,000 scale and every 20 meters on the 1:25,000 scale. These can be used to estimate to the nearest 10 meters and give the location of one point on the earth's surface to the nearest 10 meters.
Example:
h. Precision. The precision of a point's location is shown by the number of digits in the coordinates; the more digits, the more precise the location (Figure 418C, insert).
A grid reference box (Figure 419) appears in the marginal information of each map sheet. It contains stepby-step instructions for using the grid and the US Army military grid reference system. The grid reference box is divided into two parts.
a. The left portion identifies the grid zone designation and the 100,000meter square. If the sheet falls in more than one 100,000meter square, the grid lines that separate the squares are shown in the diagram and the letters identifying the 100,000meter squares are given.
EXAMPLE: On the Columbus map sheet, the vertical line labeled 00 is the grid line that separates the two 100,000meter squares, FL and GL. The left portion also shows a sample for the 1,000meter square with its respective labeled grid coordinate numbers and a sample point within the 1,000meter square.b. The right portion of the grid reference box explains how to use the grid and is keyed on the sample 1,000meter square of the left side. The following is an example of the military grid reference:
EXAMPLE: 16S locates the 6° by 8° area (grid zone designation).
The military grid reference system is not universally used. You must be prepared to interpret and use other grid systems, depending on your area of operations or the personnel you are operating with.
a. British Grids. In a few areas of the world, British grids are still shown on military maps. However, the British grid systems are being phased out. Eventually all military mapping will be converted to the UTM grid.
b. The World Geographic Reference System (GEOREF). This is a worldwide position reference system used primarily by the US Air Force. It may be used with any map or chart that has latitude and longitude printed on it. Instructions for using GEOREF data are printed in blue and are found in the margin of aeronautical charts (Figure 420). This system is based upon a division of the earth's surface into quadrangles of latitude and longitude having a systematic identification code. It is a method of expressing latitude and longitude in a form suitable for rapid reporting and plotting. Figure 420 illustrates a sample grid reference box using GEOREF. The GEOREF system uses an identification code that has three main divisions.
(2) Second division. Each 15° quadrangle is further divided into 225 quadrangles of 1° each (15° by 15°). This division is effected by dividing a basic 15° quadrangle into 15 north-south zones and 15 eastwest bands. The northsouth zones are lettered A through Q (omitting I and O) from west to east. The third letter of any GEOREF coordinate identifies the 1° northsouth zone within a 15° quadrangle. The eastwest bands are lettered A through Q (I and O omitted) from south to north. The fourth letter of a GEOREF coordinate identifies the 1° eastwest band within a 15° quadrangle. Four letters will identify any 1° quadrangle in the world.
(3) Third division. Each of the 1° quadrangles is divided into 3,600 oneminute quadrangles. These one minute quadrangles are formed by dividing the 1° quadrangles into 60 oneminute northsouth zones numbered 0 through 59 from west to east, and 60 east-west bands numbered 0 to 59 from south to north. To designate any one of the 3,600 oneminute quadrangles requires four letters and four numbers. The rule READ RIGHT AND UP is always followed. Numbers 1 through 9 are written as 01, 02, and so forth. Each of the 1minute quadrangles may be further divided into 10 smaller divisions both northsouth and eastwest, permitting the identification of 0.1minute quadrangles. The GEOREF coordinate for any 0.1minute quadrangle consists of four letters and six numbers.
A disadvantage of any standard system of location is that the enemy, if he intercepts one of our messages using the system, can interpret the message and find our location. This possibility can be eliminated by using an authorized lowlevel numerical code to express locations. Army Regulation 38040 outlines the procedures for obtaining authorized codes.
a. The authorized numerical code provides a capability for encrypting map references and other numerical information that requires shortterm security protection when, for operational reasons, the remainder of the message is transmitted in plain language. The system is published in easytouse booklets with sufficient material in each for one month's operation. Sample training editions of this type of system are available through the unit's communications and electronics officer.
b. The use of any encryption methods other than authorized codes is, by regulation, unauthorized and shall not be used.