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MIL-HDBK-850<br />
performing sight reductions, psrticufsrfythoee for<br />
determining computed atfiiude for comparison<br />
with tha obsetved altitude of a cefastisl body to<br />
d~errrine the attiiude diierenca for estaMtimg<br />
e fine of poaitbn.<br />
sight reductlo~?’he pnxaaa of deriving<br />
tmm cbaervation d a caleslisi bdy the<br />
information naedad for aefsbkshing a fine d<br />
positiin.<br />
sight rod-See rang. rod.<br />
sight trae-See line tma.<br />
slght~ssrvatlon of the altitude, end<br />
semetimes efao the azimuth, d a celaefisl bedy<br />
fer a fine of position; or the data obtainad by<br />
such observati.m.<br />
slgnatura-lhe characferiefix or psfterns of<br />
phys”kal features that permit objects to be<br />
recognized on aerial imagery. A ceIegory is said<br />
to have a siansture onkv il the cherscferistic<br />
pattern is hi~hly repr~ntative of all units of that<br />
category.<br />
slgnlflcanl data-llw date that represents -<br />
the best eppmxirnattin of the date of the<br />
product’s informs!ion; e.g., the date of<br />
Cmnpifstii or the date of the source msterials<br />
used 10 revise the product.<br />
slmpla conle chart-A chsrf on a simple<br />
conic prqecfion.<br />
simple conic map projection-A conic map<br />
projection in which the surface o! a sphere or<br />
sphsmid, such as the Earth, Ls sorrceivsd as<br />
dwelaped on a tangent cone, whiih is then<br />
spread oul to form a plane.<br />
simple feature-See feature.<br />
slmplo harmonic motion—lhe projection of<br />
uniferm circular rmtion on a d~meter of the<br />
Cide of such motion.<br />
simple pendulum-A theoretical concept. A<br />
heavy particle suapandad from a freed point by<br />
a fins thread which is inexfensibla end withouf<br />
weight. A simple pendulum cannot ba realized<br />
in ecfual work. A simple pendulum is, however,<br />
Ihe basis of rsdtiions of obaarvations made<br />
with an astusl pendulum. Thoaa ebservatione<br />
have cormrctiona sppfied to them to obtain<br />
resufls wtich woufd have been prodmxd by an<br />
232<br />
equivalent simple pendulum.<br />
●lmplifkatlon-Smoc4 hing the characfar of<br />
feafums withotd destroying thrir vidbk skwpa.<br />
Sit’r@iiiticm incras.sas as map Scala decreases.<br />
Slmpaon’o 1/3 rule-A mathematical<br />
expmasion for d~enninkrg arass between en<br />
irmgufar boundary and a trsvarsa fiie tire<br />
aquslly spscad offset msssuramsnts have been<br />
Iakan.<br />
●imultarwous aftltudea-ltfliiudaa of two or<br />
rnera dsdial fxufies drserved at the same<br />
tima.<br />
simultaneous double line-sea<br />
slmultaneoua level line.<br />
aimultanecrua Ievef fine-A line of spiril<br />
Iwefing c9nqxxad of two singla tinaa run over<br />
the same mule, both in the same direction, but<br />
using dflerent turning points. Alse cslld<br />
elmultaneous double Ilne.<br />
simultaneous mode-A satellite method for<br />
delarmining the position of an unknown station<br />
by the simultaneous ‘ranging’ fmm thrse stations<br />
of known pmsiticm and the unknown siation, or<br />
5imuftane0u51y obseming direction fmm fwe<br />
stations of krrovm pesifion and the unknown<br />
stat”km, and matharnatioally reducing ths data to<br />
sohe for a fine or aurfaca of position of tha<br />
unknown. TMs technique permits Pc6ifien<br />
determination independent of a satellite’s orbital<br />
paramatars.<br />
aimultaneoua obaervetlono—(satallite)<br />
0b5arvations of a sstefliia that are made from<br />
two or mora distincl peints or tracking sfst”krns at<br />
assctfy tha -me tima.<br />
●htgla ●etronomlc station datum<br />
orlentatlorr-Tha orientation of a geodetic<br />
datum by accepting tha a6tmnomfcaIty<br />
determined aacidinstes of tha Ori@n and ths<br />
azimulh to one other sfatien without any<br />
curracfion.<br />
single proportionate measurement— A<br />
mathcd of properfioning rnassuramenls in the<br />
restorstkrn of e ksst comer whose position is<br />
determined with raferenca to alignmant in ona<br />
duacfion. Ezarr@es of sush comars are quarter<br />
secfien canera on the fins between two section<br />
comers, all oorrwm on standard paralbta, and all<br />
krtenrmdiata positions on any township<br />
boundary fine. Tha ordiiry fmkf problam