RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK

Waterflooding is one of secondary recovery method that often be used in the world. Waterflooding is used for pressure maintenance in the reservoir in order to increase oil recovery from reservoir. In the field development plan, determinination of the optimum number of wells for waterflooding is usua...

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Main Author: Jaenudin, Jemi
Format: Final Project
Language:Indonesia
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Online Access:https://digilib.itb.ac.id/gdl/view/61710
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:61710
spelling id-itb.:617102021-09-27T16:07:04ZRULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK Jaenudin, Jemi Pertambangan dan operasi berkaitan Indonesia Final Project Waterflooding, Reservoir Simulation, Analythical Calculation, Optimum number of wells, Rule of thumb INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/61710 Waterflooding is one of secondary recovery method that often be used in the world. Waterflooding is used for pressure maintenance in the reservoir in order to increase oil recovery from reservoir. In the field development plan, determinination of the optimum number of wells for waterflooding is usually done using reservoir simulation. But the lack of reservoir simulation usually takes a long time to find the optimum number of wells that will be used for field development. Therefore, we need a method to predict the optimum number of wells for waterflooding field development with short time. One of the ways that we can predict the optimum number of wells with sorter time is by using analytical equations. So the purpose of this study is to develop an analytical equation or rule of thumb that can be used in order to determination the optimum number of wells for the waterflooding field development. Rule of thumb is obtained by using two cases with different production rate per well is 150 STBD and 100 STBD. Each cases will compare the result of the optimum number of wells obtained from analytical equation and reservoir simulation. Analysis is performed to produce a rule of thumb that the calculations using analytical equations can be in accordance with the results of reservoir simulation. From the first and second cases calculation result, the rule of thumb is obtained through analytical equations to determine the optimum number of wells that we have to add one well for injection wells. In addition, before performing calculation with analytical equation and rule of thumb, well must be determined first with is 0.7 of average field permeability in order to apply analytical equation. From the overall results of the analytical equation, flowchart is created with the addition of the rule of thumb and determination equation. 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
topic Pertambangan dan operasi berkaitan
spellingShingle Pertambangan dan operasi berkaitan
Jaenudin, Jemi
RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK
description Waterflooding is one of secondary recovery method that often be used in the world. Waterflooding is used for pressure maintenance in the reservoir in order to increase oil recovery from reservoir. In the field development plan, determinination of the optimum number of wells for waterflooding is usually done using reservoir simulation. But the lack of reservoir simulation usually takes a long time to find the optimum number of wells that will be used for field development. Therefore, we need a method to predict the optimum number of wells for waterflooding field development with short time. One of the ways that we can predict the optimum number of wells with sorter time is by using analytical equations. So the purpose of this study is to develop an analytical equation or rule of thumb that can be used in order to determination the optimum number of wells for the waterflooding field development. Rule of thumb is obtained by using two cases with different production rate per well is 150 STBD and 100 STBD. Each cases will compare the result of the optimum number of wells obtained from analytical equation and reservoir simulation. Analysis is performed to produce a rule of thumb that the calculations using analytical equations can be in accordance with the results of reservoir simulation. From the first and second cases calculation result, the rule of thumb is obtained through analytical equations to determine the optimum number of wells that we have to add one well for injection wells. In addition, before performing calculation with analytical equation and rule of thumb, well must be determined first with is 0.7 of average field permeability in order to apply analytical equation. From the overall results of the analytical equation, flowchart is created with the addition of the rule of thumb and determination equation.
format Final Project
author Jaenudin, Jemi
author_facet Jaenudin, Jemi
author_sort Jaenudin, Jemi
title RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK
title_short RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK
title_full RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK
title_fullStr RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK
title_full_unstemmed RULE OF THUMB UNTUK MEMPREDIKSI JUMLAH SUMUR OPTIMUM PADA PENGEMBANGAN LAPANGAN DENGAN WATERFLOODING MELALUI PERSAMAAN ANALITIK
title_sort rule of thumb untuk memprediksi jumlah sumur optimum pada pengembangan lapangan dengan waterflooding melalui persamaan analitik
url https://digilib.itb.ac.id/gdl/view/61710
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