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Engineering field notes on parish and railway surveying and levelling with plans and sections, being a sequel to his elementary text book : with practical formulae for the calculation of earth-work, the theory and practice of running out curves and putting down side stakes etc. and a traverse table / by Henry James Castle
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STAKING OUT SIDE STAKES.

301

such that An' would be the point where, if the ground werelevel, the side stake would come), and the reading n'n" (?')taken there, 4 feet; n'rn would = 104, or r- r = 6 feet; mea-sure 6 feet further away from A to p, and without moving thelevel, read off p'p" (r") = 2 feet.

Now po or prn'np'p"k2=2 feet, measure 2 feetstill further from A. Let the next reading be 1 foot, then21 will be the distance still further to be taken, thus makingthe whole distance Ay=44 feet. This will be in the directionup the slope; Ax in the direction downwards will be less thanAn. AC (r) will of course read as before, 10 feet, [shouldthe ground, however, fall so much as to be more than 12 feetunder the level line of the telescope LS', then it will be ne-cessary to take, if possible, all the readings on the right of thecentre line first, and move the instrument for those on theleft,] and let the reading at n, n" be 16 feet (r) nmnri"Acrr=l 610 ~%no~np. Now, because the second read-ing is greater than the first, measure np 6 feet toioards A,and read pp'"(r") 14 feet; nri" pp"po~r r"~ 1614=2 :because the third reading is less than the second, measure thistwo feet away from A; the next reading will be found greaterthan r"\ let r"15 feet; measure this therefore or

1514=1 back towards A to x. The distance Ax thus takenwill be found to be

= 35(1610) + (1614)(1514)=30fect,

and generally where r, r, r", r'. &e., are the respective read-ings, and Ay represents the rising ground, and Ax the falling:then in a cutting, and vice versa, in an embankment,

Ay=-|- -j-«(/t)+ ?«(?r')-|-?H(r' r")-\-m(rr ll/ ), &e.and A m(r ';) r"), &c.

Now ~ will probably vary with every chain; they