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!<br />

tmvwae ●ngl a4Aaawrwnerrt of tha<br />

frlxizwrtal Sngfe from e praoadlng Sdjjnt<br />

ststkm to the f~g ad- atetbn.<br />

tmvoraa ●rror of closure--see ●rrer of<br />

closure, detinitiorr 8.<br />

traverse Ilne-Sae trstnslt lln..<br />

tmvorss net—See survey ns~ detinitiin 1.<br />

trmram9 stetkrn-A point on a traverse over<br />

vMch an inabumant is pies+ (.s -up). Also, on<br />

atrevame, tstangthof 100 feat meeaured Ona<br />

given liM, ailhar straight, broken, or curved.<br />

travwsa tablas-Malhernetical tables listing<br />

the bngths of the *S oppeaife the obfiqus<br />

angles fer aadr of a series of right-angle pfane<br />

triangles as functions ef the length and ezimufh<br />

(or bearing) of the hypotenuse.<br />

traverse the Instrument-To rotate a survey<br />

instrurnwrt abeuf its vertical sxis: thst is, turning<br />

the instrument in szimuth.<br />

‘“-frs;a~~JCS) A rirathbd ‘of ‘6urVeying” in<br />

which lengths and directions of lines between<br />

pints on the Eralh are obtalnad by or from field<br />

-surbrnents, and used in determining<br />

@iOlls 0( ths p(lklts. [A SUfVOy tlEV01st3 MSy<br />

dekmni~ (ha raktttie positiis of the @nts<br />

Wf’1k41itoomecta insarias, smdif tiadtorsrntrd<br />

stations on an adc@ad dstum, the po.dtbns<br />

MY b’s MfeiTSd to that datum. Survey trsvaraae<br />

are c&salriad end ktantii)ed in a variety d ways:<br />

esccfding to methods used, as astronomic<br />

traverse; aaadfng to quallty 0( rasutte, as firslordar<br />

traverse; auording 10 putpa.s served, es<br />

9wmPhhl esptwmtiin traverse: and<br />

a~ng to term, as dosed treveraa, etc.] Sea<br />

al= mrgla-to-right tmv-rerr; azimuth<br />

traverao; cloead tmvarso: connecting<br />

tmvsme; doflectlon engle traverse; flrstordar<br />

traverse; fourth-order traversa;<br />

gsogmphlcal ●xploration treverse;<br />

lritertor ●nglc travoree: loop treverse;<br />

open trworsa; phototrlg traveree;<br />

planetsblo travaree; random traverse;<br />

second-rder traveree: epur tmvereo;<br />

st~dls trsvcrse: eubtense bar traverse;<br />

subtensc base travarae; third-order<br />

trsvorso; tranelt traverse.<br />

triengle closurs-See error of closure,<br />

definition 7.<br />

MIL-HDBK-850<br />

266<br />

trkmgla ●rror of clowre-%e ●rror ot<br />

closura, definkiin 7.<br />

trtangls of doubt~n a sinple two-peint<br />

probtem, the trbngle rasuhhg when the check<br />

ray faRs to peas ttsough the poird rX tiemacl”m<br />

of the two intaraading rays.<br />

triangle of ermr-lhs wianghs formed whan<br />

tluee fAottsd rays fail to intamed partadty. The<br />

santer ot the trfsngla may be oonaiderad to be<br />

the adIuslad positkrn. See also reaectlon.<br />

triangle-of+rror msthod-hr eurvaying, a<br />

technique for aoMrrg the trreqroint @lam<br />

grsphicaffy byatrfengle otam3r. Theaa matheda<br />

are ganamfly rafarrad to by name, such aa<br />

*6ser6 method, Co.sst-Suwey method, end<br />

Lehmsnn’s rnathed, eecfr of wfriih is based<br />

upen its own fadom. See ales triangie of<br />

error.<br />

triangle-See astronomic triangla;<br />

ceieatlal trlangla; navigational triengle;<br />

preliminary triengio; spherical triangle;<br />

apheroidai triangle; tarreetrlal trlerrglc.<br />

triangulated Irraguler network (TIN)- A<br />

terrain rrmdel created from continuouafy<br />

connected triangles derived frern the Oalsunay<br />

algorilhm. The vertkee of the trianglae form<br />

irraguierly spsced ekavatkm posts. Unlike a grid,<br />

the TIN elbws extra intorrnrdhn to be dispisyad<br />

in areee of smrples rekaf wthwt dbplayirrg<br />

dense or nsdunderrt deta galharad in amss of<br />

simpte relief.<br />

triangulation base Ilna-see bese llno.<br />

trlsngulatlon nst—See ●urvey neh<br />

dafiniticm 1.<br />

triangulation mconnalsssncs- A<br />

preliminary survey to select the Iocatbn of<br />

etsfiens to give the meat faasibte triangulst”m<br />

scheme.<br />

?<br />

triangulation signal-A rigid structure<br />

erected over or elms to e hiengulat”on slet”~<br />

snd used for suppmling an instrument and<br />

observer, or lerget, or instrument and observer<br />

and target, in a Mangulstion survey. Also, any<br />

object, naturel or artifciel, whcsa poeitbn is<br />

obtainsd in e Iriengulmion survey. The term mey<br />

be applied to a structure whose positbn is<br />

delernrined by triengula[ion, but whose primery<br />

purpose is to ‘sewe kr in s hydrogrsphx or

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