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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