FREE BOOKS

Author's List




PREV.   NEXT  
|<   603   604   605   606   607   608   609   610   611   612   613   614   615   616   617   618   619   620   621   622   623   624   625   626   627  
628   629   630   631   632   633   634   635   636   637   638   639   640   641   642   643   644   645   646   647   648   649   650   651   652   >>   >|  
nt. On account of the necessary inaccuracy of all maps it is impossible to determine exactly how much ground is visible from any given point--that is, if a correct reading of the map shows a certain point to be just barely visible, then it would be unsafe to say positively that on the ground this point could be seen or could not be seen. It is, however, of great importance for one to be able to determine at a glance, within about one contour interval, whether or not such and such a point is visible; or whether a given road is generally visible to a certain scout, etc. For this reason no effort is made to give an exact mathematical solution of problems in visibility further than would be useful in practical work with a map in the solution of map problems in patrolling. In the solution of visibility problems, it is necessary that one should thoroughly understand the meaning of profiles and their construction. A profile is the line supposed to be cut from the surface of the earth by an imaginary vertical (up and down) plane. (See Fig. 21.) The representation of this line to scale on a sheet of paper is also called a profile. Figure 21 shows a profile on the line D--y (Figure 20) in which the horizontal scale is the same as that of the map (Figure 20) and the vertical scale is 1 inch = 40 feet. It is customary to draw a profile with a greater vertical than horizontal scale in order to make the slopes on the profile appear to the eye as they exist on the ground. Consequently, always note especially the vertical scale in examining any profile; the horizontal scale is usually that of the map from which the profile is taken. [Illustration: Fig. 20] [Illustration: Fig. 21] A profile is constructed as follows: (Fig. 21): Draw a line D'--y' equal in length to D--y on the map. Lay off on this line from D' distances equal to the distances of the successive contours from D on the map. At each of these contour points erect a perpendicular equal to the elevation of this particular contour, as shown by the vertical scale (960, 940, 920, etc.) on the left. Join successively these verticals by a smooth curve, which is the required profile. Cross section paper with lines printed 1/10 inch apart horizontally and vertically simplifies the work of construction, by avoiding the necessity of laying off each individual distance. =1876. Visibility Problem.= To determine whether an observer with his eye at D can see the bridge at XX
PREV.   NEXT  
|<   603   604   605   606   607   608   609   610   611   612   613   614   615   616   617   618   619   620   621   622   623   624   625   626   627  
628   629   630   631   632   633   634   635   636   637   638   639   640   641   642   643   644   645   646   647   648   649   650   651   652   >>   >|  



Top keywords:

profile

 

vertical

 

visible

 

determine

 

horizontal

 

Figure

 

ground

 

problems

 

contour

 
solution

distances

 
construction
 
visibility
 

Illustration

 
examining
 

slopes

 

constructed

 

successive

 
length
 

Consequently


avoiding

 

necessity

 

laying

 
individual
 
simplifies
 

vertically

 

horizontally

 

distance

 

bridge

 

observer


Visibility

 
Problem
 

printed

 

elevation

 

perpendicular

 

points

 

greater

 

required

 
section
 

smooth


successively
 
verticals
 

contours

 

surface

 

importance

 

positively

 

glance

 
reason
 

generally

 
interval