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Height of points above sea level or orthometric height H are usually determined by traditional levelling. This measurement technique requires a consistent reference surface. In the case of Total E&P Indonesie's field area in Mahakam Delta, East Kalimantan, traditional levelling might be dif...

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Main Author: HERU PRASETYO (NIM 15103011), MOHAMAD
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/8629
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:8629
spelling id-itb.:86292017-10-09T10:51:09Z#TITLE_ALTERNATIVE# HERU PRASETYO (NIM 15103011), MOHAMAD Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/8629 Height of points above sea level or orthometric height H are usually determined by traditional levelling. This measurement technique requires a consistent reference surface. In the case of Total E&P Indonesie's field area in Mahakam Delta, East Kalimantan, traditional levelling might be difficult to be applied since the area consists of big rivers, swamps, hard access areas, etc. An alternative way to determine orthometric height in such an area is GPS levelling. Since GPS alone gives geodetic height or ellipsoidal height or height above reference ellipsoid h, geoid undulation information N in the whole area is required to convert geodetic height into orthometric height. In this thesis, Mahakam Delta local geoid model is completed by combination method from the local gravity data and global geopotensial model. The verification results present that the combination method produce more detail and accurate geoid model instead of using the global geopotensial model alone. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Height of points above sea level or orthometric height H are usually determined by traditional levelling. This measurement technique requires a consistent reference surface. In the case of Total E&P Indonesie's field area in Mahakam Delta, East Kalimantan, traditional levelling might be difficult to be applied since the area consists of big rivers, swamps, hard access areas, etc. An alternative way to determine orthometric height in such an area is GPS levelling. Since GPS alone gives geodetic height or ellipsoidal height or height above reference ellipsoid h, geoid undulation information N in the whole area is required to convert geodetic height into orthometric height. In this thesis, Mahakam Delta local geoid model is completed by combination method from the local gravity data and global geopotensial model. The verification results present that the combination method produce more detail and accurate geoid model instead of using the global geopotensial model alone.
format Final Project
author HERU PRASETYO (NIM 15103011), MOHAMAD
spellingShingle HERU PRASETYO (NIM 15103011), MOHAMAD
#TITLE_ALTERNATIVE#
author_facet HERU PRASETYO (NIM 15103011), MOHAMAD
author_sort HERU PRASETYO (NIM 15103011), MOHAMAD
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
title_sort #title_alternative#
url https://digilib.itb.ac.id/gdl/view/8629
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