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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

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