HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM

Indonesia is a country that has a big amount of geothermal energy reserves which is about 27000 MWe. Until 2008, Indonesia has utilized geothermal energy at the rate of 1052 MWe. To increase the utilization of geothermal energy, a big plan was made to aim the utilization of geothermal energy at the...

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Main Author: ARSHA (NIM : 13107040); Dosen Pembimbing : Prof. Dr. Ir. IGN Wiratmaja Puja, VIKRI
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/17504
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:17504
spelling id-itb.:175042017-09-27T10:40:46ZHYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM ARSHA (NIM : 13107040); Dosen Pembimbing : Prof. Dr. Ir. IGN Wiratmaja Puja, VIKRI Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/17504 Indonesia is a country that has a big amount of geothermal energy reserves which is about 27000 MWe. Until 2008, Indonesia has utilized geothermal energy at the rate of 1052 MWe. To increase the utilization of geothermal energy, a big plan was made to aim the utilization of geothermal energy at the rate of 25000 MWe by 2025. One way to achieve this target is to develop geothermal gathering system. <br /> <br /> <br /> In this final project, pipe hydraulic analysis, pipe sizing analysis, condensation rate calculation, corrosion potential analysis, material selection, and pipe stress analysis based on ASME B31.1 Power Piping have been conducted at Darajat geothermal field. <br /> <br /> <br /> From hydraulic analysis, based on diameter selection, it is found that the steam has fulfilled geothermal power plant minimum steam requirement with pressure of 14,91 barg and temperature of 206,1oC for Unit II as well with pressure of 16,44 barg and temperature of 208,4oC for Unit III. The selected pipe material is Carbon Steel API 5L with corrosion rate of 4 mpy. <br /> <br /> <br /> From the stress analysis, the system cannot resist stresses due to expansion, earthquake, and wind loads. Therefore, support gap modification and expansion loop addition are required. Based on parameter study in pipe stress analysis, failure will occur when wellhead moves 0,37 m downward or 0,33 m upward, the operating pressure exceeds 53,5 barg, earthquake load exceeds 0,31 g, wind velocity exceeds 250 km/h, and the absence of 12 pipe supports. 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 Indonesia is a country that has a big amount of geothermal energy reserves which is about 27000 MWe. Until 2008, Indonesia has utilized geothermal energy at the rate of 1052 MWe. To increase the utilization of geothermal energy, a big plan was made to aim the utilization of geothermal energy at the rate of 25000 MWe by 2025. One way to achieve this target is to develop geothermal gathering system. <br /> <br /> <br /> In this final project, pipe hydraulic analysis, pipe sizing analysis, condensation rate calculation, corrosion potential analysis, material selection, and pipe stress analysis based on ASME B31.1 Power Piping have been conducted at Darajat geothermal field. <br /> <br /> <br /> From hydraulic analysis, based on diameter selection, it is found that the steam has fulfilled geothermal power plant minimum steam requirement with pressure of 14,91 barg and temperature of 206,1oC for Unit II as well with pressure of 16,44 barg and temperature of 208,4oC for Unit III. The selected pipe material is Carbon Steel API 5L with corrosion rate of 4 mpy. <br /> <br /> <br /> From the stress analysis, the system cannot resist stresses due to expansion, earthquake, and wind loads. Therefore, support gap modification and expansion loop addition are required. Based on parameter study in pipe stress analysis, failure will occur when wellhead moves 0,37 m downward or 0,33 m upward, the operating pressure exceeds 53,5 barg, earthquake load exceeds 0,31 g, wind velocity exceeds 250 km/h, and the absence of 12 pipe supports.
format Final Project
author ARSHA (NIM : 13107040); Dosen Pembimbing : Prof. Dr. Ir. IGN Wiratmaja Puja, VIKRI
spellingShingle ARSHA (NIM : 13107040); Dosen Pembimbing : Prof. Dr. Ir. IGN Wiratmaja Puja, VIKRI
HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM
author_facet ARSHA (NIM : 13107040); Dosen Pembimbing : Prof. Dr. Ir. IGN Wiratmaja Puja, VIKRI
author_sort ARSHA (NIM : 13107040); Dosen Pembimbing : Prof. Dr. Ir. IGN Wiratmaja Puja, VIKRI
title HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM
title_short HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM
title_full HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM
title_fullStr HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM
title_full_unstemmed HYDRAULIC ANALYSIS AND STRESS ANALYSIS OF GEOTHERMAL GATHERING SYSTEM
title_sort hydraulic analysis and stress analysis of geothermal gathering system
url https://digilib.itb.ac.id/gdl/view/17504
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