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Translation, Interpreting, Editing/proofreading
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Specializes in:
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IT (Information Technology)
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Geography
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Latvian to English - Rates: 0.04 - 0.06 EUR per word / 18 - 30 EUR per hour English to Latvian - Rates: 0.04 - 0.06 EUR per word / 18 - 30 EUR per hour
English to Latvian: Geodesy (extract) General field: Tech/Engineering Detailed field: Aerospace / Aviation / Space
Source text - English 5.2.11 Determination of control coordinates
5.2.11.1 One of the following methods of coordinate determination must be used to fix the positions of the aerodrome/heliport survey control network.
a) Direct geodetic connection. Survey measurements must be taken to connect the aerodrome/heliport survey control network to a national or international (e.g. ITRF) geodetic frame in such a way that the survey error in the connection does not contribute significantly to the coordinate error of the aerodrome/ heliport survey control network. This is the preferred option, in that it consists of the most accurate method of observation and incorporates a directly observed connection to the approved geodetic reference frame. Static differential GPS connections may be made to, preferably, three points on an appropriate geodetic network but, in all cases, must be made to a minimum of two.
b) Derived geodetic connection. Where the local relationship between the existing geodetic control network and WGS-84 is known to an accuracy commensurate with the requirements in this manual, then standard, nationally or regionally approved transformation methods may be used to determine the coordinates of an existing aerodrome/ heliport survey control network. Where this method is adopted, a full description of the transformation method and the values of the transformation parameters must be included in the report. Full details of the connection of the existing aerodrome/heliport survey control network to the existing geodetic network must be included in the survey report (an existing network means one that existed at the aerodrome/heliport prior to the implementation of WGS-84 at that aerodrome/ heliport).
c) Direct observation of WGS-84. For those regions where national or international coordinates are unavailable, the coordinates of the aerodrome/heliport survey control network must be determined by direct observation of WGS-84 by using an appropriate type of geodetic GPS receiver. All such observations must be controlled by simultaneous observations made at points of known absolute WGS-84 coordinates. The observation and computation method must be such that the absolute coordinates of the aerodrome/heliport survey control network are determined to the accuracy stated in this chapter.
Translation - Latvian 5.2.11 Kontroles koordinātu noteikšana
5.2.11.1 Lai fiksētu lidlauka/helikopteru lidlauka sekošanas kontroles tīkla atrašanās vietas, jāizmanto kāda no sekojošām koordinātu noteikšanas metodēm.
a) Tiešais ģeodēziskais savienojums. Lai savienotu lidlauka/helikopteru lidlauka sekošanas kontroles tīklu ar nacionālu vai starptautisku (piemēram, ITRF) ģeodēzisko struktūru tādā veidā, lai uzmērīšanas kļūda šajā savienošanā būtiski neietekmētu lidlauka/helikopteru lidlauka sekošanas kontroles tīkla koordinātas kļūdu, ir jāveic uzmērīšanas mērījumi. Šis ir vēlamais variants, jo tas ietver visprecīzāko novērojumu metodi un noformē tieši redzamu pievienojumu apstiprinātajai ģeodēziskai norādes struktūrai. Statiskie diferenciālie GPS savienojumi var tikt izdarīti, vēlams, trijos piemērotā ģeodēziskā tīkla punktos, bet visos gadījumos tas jādara vismaz divos punktos.
b) Atvasinātais ģeodēziskais savienojums. Gadījumos, kad vietējā sasaiste starp pastāvošo ģeodēzisko kontroles tīklu un WGS-84 precizitātes ziņā ir atbilstoša šīs rokasgrāmatas prasībām, esošā lidlauka/helikopteru lidlauka sekošanas kontroles tīkla koordinātu noteikšanai var izmantot sankcionētas standarta, nacionālās vai reģionālās transformācijas metodes. Gadījumos, kad šī metode tiek pieņemta, ziņojumā jāiesniedz transformācijas metodes pilns apraksts un transformācijas parametru apraksts. Detalizēts apraksts par esošā lidlauka/helikopteru lidlauka sekošanas kontroles tīkla pievienošanu pie esošā ģeodēziskā tīkla jāiekļauj apsekošanas ziņojumā (esošais tīkls nozīmē tīklu, kurš pastāvēja šajā lidlaukā/helikopteru lidlaukā pirms WGS-84 ieviešanas šajā lidlaukā/helikopteru lidlaukā).
c) Tiešie WGS-84 novērojumi. Tajos rajonos, kuros nacionālās vai starptautiskās koordinātas nav pieejamas, lidlauka/helikopteru lidlauka sekošanas kontroles tīkla koordinātas jānosaka izmantojot tiešu WGS-84 novērošanu ar piemērota veida ģeodēzisko GPS uztvērēju. Visi šādi novērojumi jākontrolē, veicot vienlaicīgus novērojumus punktos, kas uzskatāmi par WGS-84 absolūtām koordinātām. Novērošanas un aprēķināšanas metodei jābūt tādai, lai lidlauka/helikopteru lidlauka sekošanas kontroles tīkla absolūtās koordinātas tiek noteiktas ar šajā nodaļā norādīto precizitāti.
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Experience
Years of experience: 21. Registered at ProZ.com: Apr 2007.
Adobe Acrobat, Microsoft Excel, Microsoft Word, Powerpoint, Trados Studio
Bio
Thorough and accurate translations - a perfectionist of at times unhealthy and ridiculous levels. A developed sense of appropriate style and apprehension of text intent.
Notable work experience includes interpreting foreign professors' lectures at Latvian higher education institutions as well as interpreting for foreign diplomats, translating a wide variety of EU documents and recently - an international politics book on Russian-Western relations Getting Russia Right by Dmitri Trenin (September, 2008).
Keywords: latvian, it, engineering, machinery, software, localization, literature, international, politics, pr. See more.latvian, it, engineering, machinery, software, localization, literature, international, politics, pr, marketing. See less.
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