30.12.2012 Views

1 - NGA

1 - NGA

1 - NGA

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

I<br />

I<br />

I<br />

length equetton—A condillon equation<br />

whkt! expresses the relatbnship between<br />

the flxad kanglha of Iwo lines whch are<br />

connected by triangulation.<br />

length 01 degrea-The length of a degree<br />

of Iatfiude measured along a meridian or<br />

tonglfude. The IerrQth varies somewhat wiifr<br />

the degrees of Ialttude. Those near the<br />

pole are longer and those near the Equator<br />

are efrorler. The tengsh also varies WMI<br />

different selections of sphemlds.<br />

level controf-A aerles of bench marks or<br />

other points of known elevation,<br />

established throughout a project.<br />

level correction—That correction which is<br />

applied to an observed difference of<br />

elevation tO correct for the error imroduced<br />

by the lacf that the line of sight through the<br />

Ieveting instrument is not absolutely<br />

horizontal when the bubble is centered in<br />

its vial. Sea atso Ieval constent., ., .<br />

level Nne-1. A line on a level surface;<br />

therefore a curved fine, 2. A tine over which<br />

bVeling operations are aCCornplished. See<br />

also dupllcete level Ime; ltne of<br />

levels; multtple level Ilne:<br />

slmulteneoua level Ilne; epur Ilne of<br />

Ievela.<br />

Ievet nel—See eurvey net, detlnition 2.<br />

level rod-See Ievellng rOd.<br />

lev~~r~eu:~ce—See equlpotentlal<br />

Ievet trier-An apparatue for use in<br />

measuring the angular value o? the<br />

divlsbna of a apiriI level,<br />

Ievellng error of cloeure—See error of<br />

closure, definition 4.<br />

leveling lnatrument—An Instrument used<br />

tor determining dltferences 01 elevations<br />

between points, See also Abney level;<br />

dumpy level; Egault level;<br />

enslneer”a level; firel.order level;<br />

Flacher Ieval; Gravett level; hand<br />

MIL-HDBK-850<br />

137<br />

L<br />

level; hanging level; Iet}tude Ieval;<br />

Lenoir level; Iocator’a hand level;<br />

mllltary level; pendulum level; plate<br />

level; praclaa level; reverelble level;<br />

●alf-levellng level; ●plrlt level;<br />

Stampfer level; ●trldlng tavel;<br />

teleecope level; tlttlng Ieval;<br />

Troughton level; U.S. Geological<br />

Survey level; wye [Y) Iavel.<br />

Ievallng rod-A straight md or bar, deelgned<br />

for use in measuri~ a vertical distance<br />

between a potnt on tha gruund and the line<br />

01 collimatbn of a leveling instrument which<br />

has been adjusted to a horizorrfat posttlon.<br />

Also called bvel rod; rod, See aleo<br />

Barlow Ievellng rod; Boaton Ievellng<br />

rod; double-target leVellng rod;<br />

foot-meter rOd; Gravatt Ievellng rOd;<br />

Invar Ievellng rod; long rod; Molltor<br />

praclsa Ievellng rod; New York<br />

Ievellng rod; Pemberton Ievellng<br />

rod; Phlledelphla Ievellng rod;<br />

preclsa Ievellrrg rod; range rod; salt.<br />

raadlng Ievellng rod; ahorf rod;<br />

alngle-target leveling rod;<br />

Stephenson Ievellng rod; tepe rod;<br />

targat Ievetlng rod; U.S. Englnear<br />

praclsa Ievellng rod; U.S.<br />

Geological Survey precise Ievellng<br />

rod.<br />

leveling the model—See Ievellng,<br />

detinilion 2.<br />

line map-See planlmetrlc map.<br />

line of apsldas—Tha major axis of an<br />

elliptical orbit extended indeflmtely in Lmth<br />

directions. Also called apse Ilne.<br />

Ilne of collimation—(oplics) The line<br />

through the second nodal palm of the<br />

Objedive lens of a telescope id the center<br />

of Ihe reticla. Aleo called almlrrg tlna;<br />

fine of eight: polntlng Ilne; ●lght<br />

Ilne.<br />

Ilne of constant trcale-Any line on a<br />

photograph wtrich is parallel to the trve<br />

horison or 10 the ieomatric psrallel. Also<br />

called Ilne ot equal acala.<br />

Ilne of equal acala-See Ilne of

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!