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Feasibility of a new Indiana Coordinate Reference System (INCRS).

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    NTL-PLANNING AND POLICY-PLANNING AND POLICY
  • Abstract:
    Engineers, Surveyors, and GIS Professionals spend an enormous amount of time correcting field surveys to the classical State Plane

    Coordinate System (SPCS). The current mapping corrections are in the order of 1:33,000, or 30 parts per million (ppm). Modern surveys

    (e.g., GPS/InCORS) have an accuracy of a few parts per million. Whenever original surveys made on the surface of the Earth need to be

    reduced to a mapping reference surface, surveyed distances and angles (azimuths) need to be corrected. Measured distances need to be

    corrected for two scale factors: 1) due to the mapping scale inherent in conformal mappings, and 2) due to terrain heights. Measured

    angles (azimuths) need to be corrected for so‐called convergence angles. The application of these necessary corrections is time

    consuming and may add an estimated 15 to 20% to the cost of a survey. The omission of these corrections corrupts the reliability of

    survey results. A new Indiana Coordinate Reference System (INCRS) allows for so much smaller corrections that when omitted the errors

    committed are small, and may be even neglected for surveys less accurate than a few ppm. In a few areas of Indiana (e.g. Clark County),

    terrain heights corrections are still needed because these corrections due to the terrain roughness are at the 14 ppm level. The

    proposed INCRS not only reduces the scale factor from 30 ppm to a few ppm, but also the convergence angles are reduced by a factor of

    four (from about 0.5 degree to about 7‐8 arcminutes). The new much more accurate mapping system has been developed based on

    closed formula expressions and simple mathematical coordinate transformations.

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    urn:sha-512:de818df92183a6596f4b0d93213c22b30c7c591f1cfaa9a8feebd406b99b545da99ecf9abdcfa838243ff08297c6cc9e06bdb132822624a110adcf3972a336be
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