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RELATIONSHIP BETWEEN ROCK VELOCITY AND POROSITY

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TITLE PAGE

RELATIONSHIP BETWEEN ROCK VELOCITY AND POROSITY

BY

---
--/H2013/01430
DEPARTMENT OF ----
SCHOOL OF ---
INSTITUTE OF ---

DECEMBER,2018



APPROVAL PAGE

This is to certify that the research work, " relationship between rock velocity and porosity" by ---, Reg. No. --/H2007/01430 submitted in partial fulfillment of the requirement award of a Higher National Diploma on --- has been approved.

By
---                                                     . ---
Supervisor                                                  Head of Department.
Signature……………….                           Signature……………….        

……………………………….
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External Invigilator



DEDICATION
This project is dedicated to Almighty God for his protection, kindness, strength over my life throughout the period and also to my --- for his financial support and moral care towards me.Also to my mentor --- for her academic advice she often gives to me. May Almighty God shield them from the peril of this world and bless their entire endeavour Amen.



ACKNOWLEDGEMENT

The successful completion of this project work could not have been a reality without the encouragement of my --- and other people. My immensely appreciation goes to my humble and able supervisor mr. --- for his kindness in supervising this project.
My warmest gratitude goes to my parents for their moral, spiritual and financial support throughout my study in this institution.
My appreciation goes to some of my lecturers among whom are Mr. ---, and Dr. ---. I also recognize the support of some of the staff of --- among whom are: The General Manager, Deputy General manager, the internal Auditor Mr. --- and the ---. Finally, my appreciation goes to my elder sister ---, my lovely friends mercy ---, ---, --- and many others who were quite helpful.


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ABSTRACT

An empirical relationship between compressional wave velocity and porosity was developed for under-thrust sediments. The new transform includes a critical porosity transition. Corrections were calculated and applied to shipboard core measurements to account for unloading from in situ conditions. The results from the velocity-porosity transform indicate the sediments follow a normal consolidation curve. Although an accurate critical porosity transition was fit to these data, the critical porosity transition occurs over a range of porosity. However, the above methods are mainly used in the field of composite materials but are rarely applied in the fields of rock physics or geophysics. The main aim of this study is to analyze the internal relationships among seismic wave velocity and rock porosity.

TABLE OF CONTENTS
COVER PAGE
TITLE PAGE
APPROVAL PAGE
DEDICATION
ACKNOWELDGEMENT
ABSTRACT
CHAPTER ONE
INTRODUCTION
1.1    BACKGROUND OF THE STUDY

    1. AIM AND OBJECTIVE OF THE PROJECT
    2. SCOPE OF THE STUDY
    3. LIMITED OF THE STUDY
    4. METHODOLOGY
    5. PROJECT ORGANISATION

CHAPTER TWO
LITERATURE REVIEW

    1. OVERVIEW OF ROCK
    2. TYPES OF ROCK
    3. ROCK CYCLE
    4. ROCK TEXTURE
    5. ROCK POROSITY
    6. POROSITY MEASUREMENT TECHNIQUES

CHAPTER THREE
METHODOLOGY

    1. METHOD

CHAPTER FOUR

    1. RESULT AND DISCUSSION
    2. RESULT
    3. DISCUSSION

CHAPTER FIVE

    1. CONCLUSION
    2. REFERENCES

 

CHAPTER ONE
1.0                                                        INTRODUCTION
1.1                                           BACKGROUND OF THE STUDY
Rock mechanics parameters, seismic rock physics parameters, and rock porosity are very important rock properties in the field of geotechnical, mining and petroleum engineering. The bulk modulus (K), and shear modulus (μ), can be calculated from wave velocities [Birch F, 2017]. The rock specific results have been obtained through related geophysical research [Milkereit B, Eaton D, Wu J, et al, 2016]. There are many cracks distributed in natural rock because      of forming conditions      and changing environment. The properties of these cracked rocks are critically affected by the pressure (P) of the surrounding rocks. The constituent minerals and micro-cracks dictate the rock sample’s response to stress. This behavior is reflected in the compressional and shear velocities measured in the laboratory as a function of confining pressure. Therefore, laboratory velocities have been employed to solve important geologic problems. The nonlinear relationship of confining pressure (P) and seismic wave velocity (V) was first noticed by [Wepfer W W, Christensen N I, 2011].
Rock porosity (φ) also significantly impacts on the elastic properties and seismic velocities of a material [Wepfer W W, Christensen N I, 2011]. An in-depth analysis of void evolution and coalescence in simple shear was performed and revealed the complex relationship between the void. Mean Field method is used to explain the dynamic influences of both randomly oriented and aligned cracks. The Dislocation theory is developed to solve the deformations connected with a closer to the real crack geometry with tapered edges.
Numerous studies have been conducted to determine velocity-porosity transforms for a variety of sediment and rock types. In this paper, we present a velocity- porosity transform for the under thrust sediments based on the global empirical relationship.

1.2                                       AIM AND OBJECTIVES
In this paper, the main aim is to discuss the relationship between velocity and effective porosity of the rock. The objective is to determine the graphical and empirical relationship between rock velocity and porosity.

1.3                                    SCOPE OF THE STUDY
This work expresses the relation between the velocity and porosity for clean sandstone and another expresses the relation between the velocity and effective porosity of 100% clay minerals in the pore space. The effective porosity is moved between two lines. From the study we estimate the volume of bound water and show the effects of clay minerals for the relationship between velocity and effective porosity. The velocities of shale show the effects of velocity reduction due to clay minerals.

1.4                                LIMITATION OF THE STUDY
As we all know that no human effort to achieve a set of goals goes without difficulties, certain constraints were encountered in the course of carrying out this project and they are as follows:-

  1. Difficulty in information collection: I found it too difficult in laying hands of useful information regarding this work and this course me to visit different libraries and internet for solution.
  2. Financial Constraint:    Insufficient fund tends to impede the efficiency of the researcher in sourcing for the relevant materials, literature or information and in the process of data collection (internet, questionnaire and interview).
  3. Time Constraint: The researcher will simultaneously engage in this study with other academic work. This consequently will cut down on the time devoted for the research work

1.5                                     PROJECT ORGANISATION

The work is organized as follows: chapter one discuses the introductory part of the work, chapter two presents the literature review of the study,  chapter three describes the methods applied, chapter four discusses the results of the work, chapter five summarizes the research outcomes and the recommendations.

CHAPTER TWO: The chapter one of this work has been displayed above. The complete chapter two of " relationship between rock velocity and porosity" is also available. Order full work to download. Chapter two of " relationship between rock velocity and porosity" consists of the literature review. In this chapter all the related work on " relationship between rock velocity and porosity" was reviewed.

CHAPTER THREE: The complete chapter three of " relationship between rock velocity and porosity" is available. Order full work to download. Chapter three of " relationship between rock velocity and porosity" consists of the methodology. In this chapter all the method used in carrying out this work was discussed.

CHAPTER FOUR: The complete chapter four of " relationship between rock velocity and porosity" is available. Order full work to download. Chapter four of " relationship between rock velocity and porosity" consists of all the test conducted during the work and the result gotten after the whole work

CHAPTER FIVE: The complete chapter five of design and construction of a " relationship between rock velocity and porosity" is available. Order full work to download. Chapter five of " relationship between rock velocity and porosity" consist of conclusion, recommendation and references.

 

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