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    Combined Photogeodesy and GPS Network

    Source: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Leonard P. Wood
    DOI: 10.1061/(ASCE)0733-9453(1989)115:1(160)
    Publisher: American Society of Civil Engineers
    Abstract: Manatee County, Florida is building a multipurpose LIS (land information system). To meet the mapping requirements an accurate coordinate base was required. Primary control was established and monumented at or near all township comers, 3‐mi (4.8 km) comers, and center‐of‐township comers. Global positioning techniques were used to establish this network meeting second‐order, class I requirements. Four Trimble Navigation single frequency receivers were used to perform field measurements. Secondary control was to control an aerial photography coverage and provide coordinate estimates on existing comer evidence. The intent of the secondary control network was not retracement, and no comers were proven. Photogeodesy was used to measure the secondary stations. The stations were spaced at approximately 1‐mi (1.6 km) intervals and in the vicinity of section comers. Results indicate global positioning and photogeodesy may provide costeffective methods for providing control for GIS (geographic information system) programs. Future programs should target additional points such as quarter‐ and center‐section comers. Additional points could be targeted and measured for little cost.
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      Combined Photogeodesy and GPS Network

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    contributor authorLeonard P. Wood
    date accessioned2017-05-08T21:01:09Z
    date available2017-05-08T21:01:09Z
    date copyrightFebruary 1989
    date issued1989
    identifier other%28asce%290733-9453%281989%29115%3A1%28160%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35588
    description abstractManatee County, Florida is building a multipurpose LIS (land information system). To meet the mapping requirements an accurate coordinate base was required. Primary control was established and monumented at or near all township comers, 3‐mi (4.8 km) comers, and center‐of‐township comers. Global positioning techniques were used to establish this network meeting second‐order, class I requirements. Four Trimble Navigation single frequency receivers were used to perform field measurements. Secondary control was to control an aerial photography coverage and provide coordinate estimates on existing comer evidence. The intent of the secondary control network was not retracement, and no comers were proven. Photogeodesy was used to measure the secondary stations. The stations were spaced at approximately 1‐mi (1.6 km) intervals and in the vicinity of section comers. Results indicate global positioning and photogeodesy may provide costeffective methods for providing control for GIS (geographic information system) programs. Future programs should target additional points such as quarter‐ and center‐section comers. Additional points could be targeted and measured for little cost.
    publisherAmerican Society of Civil Engineers
    titleCombined Photogeodesy and GPS Network
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1989)115:1(160)
    treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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