FREE BOOKS

Author's List




PREV.   NEXT  
|<   77   78   79   80   81   82   83   84   85   86   87   88   89   90   91   92   93   94   95   96   97   98   99   100   101  
102   103   104   105   106   107   108   109   110   111   112   113   114   115   116   117   118   119   120   121   122   123   124   125   126   >>   >|  
of the instrument by means of set-screws. The instrument is firmly screwed to the tripod, and placed at a point convenient for looking over a considerable part of the highest land. By the use of the set-screws, the plane in which the instrument revolves is brought to a level, so that in whatever direction the instrument is pointed, the bubble will be in the center of the glass. The line of sight, whichever way it is turned, is now in our imaginary plane. A convenient position for the instrument in the field under consideration, would be at the point, east of the center, marked _K_, which is about 3 feet below the level of the highest part of the ground. The telescope should stand about 5 feet above the surface of the ground directly under it. _The Levelling-Rod_, (See Fig. 7,) is usually 12 feet long, is divided into feet and hundredths of a foot, and has a movable target which may be placed at any part of its entire length. This is carried by an attendant, who holds it perpendicularly on the top of the grade-stake, while the operator, looking through the telescope, directs him to move the target up and down until its center is exactly in the line of sight. The attendant then reads the elevation, and the operator records it as the distance below the _datum-line_ of the top of the grade-stake. For convenience, the letterings of the stakes should be systematically entered in a small field book, before the work commences, and this should be accompanied by such a sketch of the plan as will serve as a guide to the location of the lines on the ground. The following is the form of the field book for the main drain _C_, with the levels recorded: LETTERING OF THE STAKE. DEPTH FROM DATUM LINE. Silt Basin 18.20 C 1 15.44 C 2 14.36 C 3 12.85 C 4 12.18 C 5 11.79 C 6 11.69 C 7 11.55 C 8 11.37 C 9 11.06 C 10 8.94 C 11 8.52 C 12 7.86 C 13 7.70 C 14 7.39 C 15 7.06 C 16 6.73 The levelling should be continued in this manner, until the grades of all the points are recorded in the field book. [Illustration: Fig. 21 - PROFILE OF DRAIN C.]
PREV.   NEXT  
|<   77   78   79   80   81   82   83   84   85   86   87   88   89   90   91   92   93   94   95   96   97   98   99   100   101  
102   103   104   105   106   107   108   109   110   111   112   113   114   115   116   117   118   119   120   121   122   123   124   125   126   >>   >|  



Top keywords:
instrument
 

center

 

ground

 
operator
 
attendant
 
recorded
 

highest

 

convenient

 

target

 

screws


telescope
 
levels
 

LETTERING

 

sketch

 

accompanied

 

commences

 

entered

 

systematically

 

location

 

levelling


continued
 

manner

 

PROFILE

 
Illustration
 

grades

 
points
 
stakes
 

imaginary

 

position

 

whichever


turned

 

consideration

 
surface
 
directly
 

marked

 
bubble
 

considerable

 

tripod

 

screwed

 

firmly


direction

 

pointed

 
revolves
 

brought

 
Levelling
 
directs
 

perpendicularly

 

convenience

 
distance
 

records