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11/10 peg adjustment—See peg<br />

esfjrxetmsmt.<br />

Eerth fixed coordinate eyeterrt-An y<br />

inordinate system in which the axes are<br />

afatiinary wtih respect to the Earth.<br />

Eatlh Inductor compasa-A compasa<br />

depending for ite Irrdlcatione upon the caurenf<br />

generated In a coil revolving In tha Earfha<br />

rnagnetlc fiefd.<br />

Earth Inductor-An Inslrumenl designed tor<br />

use in magnetic surveys to delermhre magnetic<br />

dip. In principal, lhe instrument is a small<br />

dynamo by which the electrical flow can be<br />

introduced to the cdl of the Instrument. The<br />

presence or abaense of current is indicated by a<br />

ga!vanometer which provides for direct reading<br />

of rnagrratic dip.<br />

Earth Rersourcee Obeervetlon System<br />

Dsta Center (EROS or EDC)-A user<br />

,. .,.. cervices and eaies office established by the US<br />

Department of fnlerior. EDC also processes<br />

LANDSAT data using the EROS Dighal Imaging<br />

Proceaaiw System (EDIPS) and the EROS<br />

Diiital Image Enhancement System (EDIES).<br />

Earth aatelllW-A body thaf orbits about the<br />

Earth; epectficafly, an erlificlal seteltite placed m<br />

Otmf.<br />

Eatih tide-A periodic movement of the<br />

Earth’s crust caused by tide-prcducing forces of<br />

the Moon and Sun.<br />

Earih-centered elltpeold—A referenCe<br />

ellipsold whoee geometric cemer cofncldes wlfh<br />

the Earth’s center of gravity and whose<br />

semimlrwr axis coincides wnh the Earth’s<br />

rotational axis.<br />

easement curve—See eplral curve.<br />

eaet point—See prime verflcal plane.<br />

●eming-1. (grid) Eaefward (that Is left to right)<br />

readlrrg of grid vafues on a map. See elso talee<br />

eaatlng. 2. (plane eurveylng) See<br />

deperture, definition 1.<br />

ebb tld-The porlion of the tide cycla<br />

MIL-HDBK-850<br />

79<br />

E befween high water and the followi~ bw water.<br />

Also celled talllng fldsr.<br />

eccentric anomtrly-See ●nomaly,<br />

definition 3.<br />

stccentrlc error-Cemerirrg error.<br />

eccentric reduction—(trlanguleflon) The<br />

correction which rraJef IM applied to e dlracfion<br />

observed by an instrument with effher the<br />

Instrument or sfgnal (swlrrg), or both, amentric,<br />

to reduce the observed value to what if vmufd<br />

have been ii there had been no eccarrfrldfy.<br />

Also called eccentricity corractlon.<br />

eccentric slgnaf-A signal (target) which is<br />

not in the same veriical line with the station<br />

which if represents.<br />

eccentric etatlon-A survey point over whii<br />

an instrument is cantered and obsenrafkms<br />

made, and which la net in the same vertical tine<br />

with the stal”mn which it represents and to which<br />

fhe observations will be reduced before being<br />

cumbinad with observations al other stations. In<br />

ganeral, an eccentric station is established and<br />

occupied when ff Is impracticable to occupy the<br />

station center, or when If becomes necessary in<br />

order to see points which are not visbie from the<br />

station center.<br />

eccentricity correcflon-ilriangulation) See<br />

sccentric reduction.<br />

eccentricity of alldedeThe distance<br />

between fhe center of figure of the index POlnts<br />

on an alidade and the center of figure of Ihe<br />

graduafed circle. See also eccentricity of<br />

Instrument.<br />

eccentricity of clrcla-The distance between<br />

the center of figure of a graduated circie and ifs<br />

center of rotation. See also eccentricity of<br />

instrument.<br />

eccentricity of elllpsa-The ratio of the<br />

distance between the center and a focus of an<br />

ellipse to the Iengfh of ifs semimajor asis.<br />

eccentric It y of instrument—T h e<br />

combination of emerhriciiy of circle and<br />

eccentricity of al!dade.

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