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    Use of Geoid for Assessing Trigonometric Height Accuracy and Detecting Vertical Land Motion

    Source: Journal of Surveying Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author:
    Cheinway Hwang
    ,
    Lih-Shinn Hwang
    DOI: 10.1061/(ASCE)0733-9453(2002)128:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: An improved geoid model for Taiwan was developed using land and sea gravity anomalies and altimeter-derived geoid gradients by least-squares collocation. The estimated model accuracy ranges from 2 cm in the flat area to 10 cm in the mountainous area. This geoid model, along with GPS ellipsoidal heights, is used to determine the errors of the “orthometric heights” at Taiwan’s first-order triangulation stations, yielding an RMS error of 0.97 m. Yushan, east Asia’s highest peak, is now estimated to be 3,950.50 m above the mean level at Keelung from this geoid model and GPS measurements. With recent measured ellipsoidal heights at 33 benchmarks in eastern Taiwan, an average uplift rate of 4.46 cm/year is found along the Longitudinal Valley, and 3.02 cm/year along the coastal highway. This uplift is the result of the collision between the Philippine Sea plate and the Eurasian plate, and the rates are consistent with those derived from terrestrial measurements and tide gauge records.
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      Use of Geoid for Assessing Trigonometric Height Accuracy and Detecting Vertical Land Motion

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35846
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    • Journal of Surveying Engineering

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    contributor authorCheinway Hwang
    contributor authorLih-Shinn Hwang
    date accessioned2017-05-08T21:01:35Z
    date available2017-05-08T21:01:35Z
    date copyrightFebruary 2002
    date issued2002
    identifier other%28asce%290733-9453%282002%29128%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35846
    description abstractAn improved geoid model for Taiwan was developed using land and sea gravity anomalies and altimeter-derived geoid gradients by least-squares collocation. The estimated model accuracy ranges from 2 cm in the flat area to 10 cm in the mountainous area. This geoid model, along with GPS ellipsoidal heights, is used to determine the errors of the “orthometric heights” at Taiwan’s first-order triangulation stations, yielding an RMS error of 0.97 m. Yushan, east Asia’s highest peak, is now estimated to be 3,950.50 m above the mean level at Keelung from this geoid model and GPS measurements. With recent measured ellipsoidal heights at 33 benchmarks in eastern Taiwan, an average uplift rate of 4.46 cm/year is found along the Longitudinal Valley, and 3.02 cm/year along the coastal highway. This uplift is the result of the collision between the Philippine Sea plate and the Eurasian plate, and the rates are consistent with those derived from terrestrial measurements and tide gauge records.
    publisherAmerican Society of Civil Engineers
    titleUse of Geoid for Assessing Trigonometric Height Accuracy and Detecting Vertical Land Motion
    typeJournal Paper
    journal volume128
    journal issue1
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2002)128:1(1)
    treeJournal of Surveying Engineering:;2002:;Volume ( 128 ):;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
    yabeshDSpacePersian