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(1)

T

HE

A

PPLICATION OF

GIS

AND

R

EMOTE

S

ENSING

FOR

D

ETERMINING

S

ENSITIVE

A

REA

B

ASED

O

N

G

EOLOGICAL

H

AZARD

P

ERSPECTIVES

EFO HADI

GRADUATE SCHOOL

(2)

STATEMENT

I, Efo Hadi, here by stated that this thesis entitled:

The Application of GIS and Remote Sensing

for Determining Sensitive Area

Based on Geological Hazard Perspectives

Are result of my own work during the period of January to August 2006 and that

it has not been published before. The content of the thesis has been examined by

the advising committee and external examiner.

Bogor, August 2006

(3)

ABSTRACT

EFO HADI (2006). The Application of GIS and Remote Sensing for Determining Sensitive Area Based On Geological Hazard Perspectives. Under the supervision of KUDANG BORO SEMINAR and IWAN SETIAWAN

Geological hazards is hazard which is usually classified as geological: earthquakes, faulting, tsunamis, volcanoes, avalanches, landslides, and floods. It is a well known fact that geological hazard disaster strikes countries, causes enormous destruction and creates human sufferings and produces negative impacts on national economies. Due to diverse geo-climatic conditions prevalent in different parts of the globe, different types of geological hazard disaster strikes according to vulnerability of the area. Worldwide growth of population and particularly concentration of man and his works into urban areas, has heightened such treats to level where large-scale, and often costly, planning to reduce the hazard has become essential in many country.

By using GIS and Remote sensing technology to determine sensitive area based on geological hazard persepectives, constitute the new point of view in performing hte research. Remote sensing can enable geomorphic study of areas that are inacessible to field-investigation and GIS can performing spatial analysis by an unique way. Such conducting unsupervised to determine settlement area, generating slope from satellite imagery and with GIS all result can be map and analysis by using spatial analysis. To develop knowledge base which will use as an input for decision support system.

The core and simultaneously benefit of this research is the capabilities of GIS and Remote Sensing technology that can help geoscientist especially geologist to capture, manipulate and analyze of information about an object without physical contact as preliminary survey (reconnaissance), mainly for geomorphic study of areas that are inaccesible to field-base investigation. Moreover, by utilizing the available sources of data (data provider) GIS and Remote Sensing can be used more effective and efficient compared to the current or traditional methods for interpreting extremely large cover research area.

(4)

THE APPLICATION OF GIS AND REMOTE SENSING

FOR DETERMINING SENSITIVE AREA

BASED ON GEOLOGICAL HAZARD PERSPECTIVES

EFO HADI

A Thesis for the degree of Master of Science Of Bogor Agricultural University

MASTER OF SCIENCE IN INFORMATION TECHNOLOGY

FOR NATURAL RESOURCE MANAGEMENT

GRADUATE SCHOOL

(5)

Master of Science in Information Technology for Natural Resources Management

: Study Program

G.051034011 :

Student ID.

Efo Hadi :

Name

The Application of GIS and Remote Sensing for Determining Sensitive Area Based On Geological Hazard Perspectives

: Research Title

Approved by, Advisory Board

Ir. Iwan Setiawan, PM Co-Supervisor DR. Ir. Kudang Boro Seminar, M.Sc.

Supervisor

Endorsed by,

Dean of Graduate School

DR. Ir. Khairil A. Notodiputro, MS Program Coordinator

DR. Ir. Tania June

(6)

CURRICULUM VITAE

Efo Hadi was born in Jakarta, Capital City of Indonesia at

September 24, 1963. He spent of his childhood and school

from elementary to SMU at Jakarta. He achieved his

undergraduate degree from Department of Geological

Engineering, Universitas Pakuan, Bogor in 1995. Since

1987, during undergraduate study, he worked as geologist

assistant in several mining companies in Indonesia, particularly for geological

data processing by means of computer technology.

In the year 2003, Efo Hadi pursued his master degree at MIT (Master of

Science in Information Technology) for Natural Resource Management Program

at Bogor Agricultural University. He proposed a method for Determining

Sensitive Area based on Geological Hazard Prespectives by using GIS and

(7)

ACKNOWLEDGEMENT

Intiallly, I would like to express my gratefulness to ALLAH SWT for the

favors and mercies to me during the time. I wish to thank to my supervisor DR. Ir.

Kudang Boro Seminar, M.Sc and my co-supervisor Ir. Iwan Setiawan, PM for the

guidance, advices, comments, encouragement and also constructive criticism

during the supervision of my research through all months until the research was

finished.

I wish also to thank and give most appreciation to MIT student’s batch

2003 for the togetherness, assistances, and the enlightment we shared for all this

time, how we support each other during study until the last semester of our study.

It is really a big gift and honor to me for knowing great people with different

background and expertise like you guys. I would like to thank also to the staff of

the Master of Science in Information Technology for Natural Resources

Management (MIT) Program for the good cooperation and facilitation, special

thank also to MIT lectures for sharing and imparting their knowledge and

experiences during the time.

Finally, I deeply wish to express my most gratefulness to my beloved wife,

Vietnami Ardya Gharini Kusumawardhani, for her support, patient, caring,

devotion, and everything during my study, especially to watch over our doughters

(Maulidina Inayah and Nabila Lam’anah) and son (Ahmad Sya’roni). Thank also

to my mother and father (alm.), sister, uncles, aunts, parent in law for your

support and caring. Last but not least, I wish to dedicate this thesis to my dear

uncle, Prof. DR. Harsono Suwardi, MA for spirit you inspired me in finishing this

(8)

TABLE OF CONTENTS

45 Geological Hazard Sensitive Area

4.6. . . . 44 Geomorphological Interpretation

4.5. . . . 43 Rock Type Risk Zone

4.4. . . . 42 Slope Stability Risk Zone

4.3. . . . 40 Land Stability Risk Zone

4.2. . . . 39 Settlement Area

4.1. . . .

RESULT AND DISCUSSION IV.

38 Geological Hazard Mitigation Map

3.7. . . . 35 Geomorphological Interpretation

3.6. . . . 34 3.5.2. Vector Data Preparation, Classification and Analysis . . . .

33 3.5.1. Images Data Preparation, Classification and Analysis . . . .

32 Methodology

3.5. . . . 31 Required Tools

3.4. . . . 28 Data Sources

3.3. . . . 28 Research Area

3.2. . . . 28 Time and Location

3.1. . . .

RESEARCH METHODOLOGY III.

22 Geology of Research Area

2.5. . . . 20 2.4.3. Geological Risk Map . . . .

19 2.4.2. Sensitive Area . . . .

18 2.4.1. Plate Tectonics At A Glance . . . .

14 2.4. Geological Hazards . . . .

12 2.3. Decision Support System . . . .

11 2.2.1. Classification of Remotely Sensed Imagery . . . .

9 2.2. Remote Sensing And Interpretation . . . .

5 2.1. Geographic Information System (GIS) . . . .

LITERATURE REVIEW II.

4 1.5. Thesis Structure . . . .

3 1.4. Benefit of Research . . . .

3 1.3. Objectives . . . .

2 1.2. Scope of The Research . . . .

1 1.1. Background . . . .

INTRODUCTION I.

vi List of Appendices . . . .

v List of Tables . . . .

iii List of Figures . . . .

i Table of Contents . . . .

(9)

54

REFERENCES . . . . 52 Recommendations

5.2. . . . 52 Conclusions

5.1. . . .

CONCLUSIONS AND RECOMMENDATION V.

(10)

LIST OF FIGURES

Figure 4.6. . . .

44 Structural Geology interpretation by fault pattern of back-hill, valley

and main stream of research area Figure 4.5.

. . . .

44 Risk Zone by Rock Type

Figure 4.4. . . .

43 Slope Stability Risk Zone Map

Figure 4.3. . . .

41 Mineralization Zone indicating Land Stability Risk Zone

Figure 4.2. . . .

39 Result of unsupervised settlement area

Figure 4.1. . . .

37 Types of drainage patterns (Thornbury, 1989)

Figure 3.7. . . .

36 Dendritic pattern (Thornbury, 1989)

Figure 3.6. . . .

32 Methodology of Research

Figure 3.5. . . .

30 Landsat 7ETM+ of research area

Figure 3.4. . . .

30 Geologic Map of Study Area

Figure 3.3. . . .

29 SRTM of Study Area

Figure 3.2. . . .

29 Administration Map from BAKOSURTANAL

Figure 3.1. . . .

26 Southeast Asia Seismic Zonation Map Planned by USGS (USGS in

Irsyam, 2006) Figure 2.11.

. . . .

25 Active Tectonic of Indonesia: Crustal motion from GPS study. (Bock

et all. 2004 in Natawijaya & Latif, 2006) Figure 2.10.

. . . .

23 Physiographic Distribution Map of West Java (Asikin, 1986)

Figure 2.9. . . .

22 Research area (Landsat TM Path/Row: 122/65)

Figure 2.8. . . .

19 The rock cycle, interpreted in plate-tectonic terms. (Source:

Montgomery, 1991, p. 140) Figure 2.7.

. . . .

18 Lithosphere plate movements (Source: Asikin, 2003)

Figure 2.6. . . .

17 Volcanism and Plate Tectonic (Source: After Montgomery, 1991, p.

180) Figure 2.5.

. . . .

16 Location of modern volcanoes and earthquake around the world

(Source: After Montgomery, 1991, p. 126) Figure 2.4.

. . . .

14 General Tectonic Pattern of Indonesia (Source: USGS)

Figure 2.3. . . .

11 A. Geology structure interpretation on satellite image showing the

direction of earth surface movement (strike-slip fault). B. (Top) The occurrence processes of fault and slip; (Middle) Elastic energy will assembled within the earth; (Below) Earthquake damage settlement along the fault line.

Figure 2.2.

. . . .

5 Component of GIS (Eastman, J.R, 2003)

Figure 2.1. . . .

3 Research Scope that will be Applicated By Using Remote Sensing

and GIS (Asikin, 2003) Figure 1.1.

. . . .

(11)

T

HE

A

PPLICATION OF

GIS

AND

R

EMOTE

S

ENSING

FOR

D

ETERMINING

S

ENSITIVE

A

REA

B

ASED

O

N

G

EOLOGICAL

H

AZARD

P

ERSPECTIVES

EFO HADI

GRADUATE SCHOOL

(12)

STATEMENT

I, Efo Hadi, here by stated that this thesis entitled:

The Application of GIS and Remote Sensing

for Determining Sensitive Area

Based on Geological Hazard Perspectives

Are result of my own work during the period of January to August 2006 and that

it has not been published before. The content of the thesis has been examined by

the advising committee and external examiner.

Bogor, August 2006

(13)

ABSTRACT

EFO HADI (2006). The Application of GIS and Remote Sensing for Determining Sensitive Area Based On Geological Hazard Perspectives. Under the supervision of KUDANG BORO SEMINAR and IWAN SETIAWAN

Geological hazards is hazard which is usually classified as geological: earthquakes, faulting, tsunamis, volcanoes, avalanches, landslides, and floods. It is a well known fact that geological hazard disaster strikes countries, causes enormous destruction and creates human sufferings and produces negative impacts on national economies. Due to diverse geo-climatic conditions prevalent in different parts of the globe, different types of geological hazard disaster strikes according to vulnerability of the area. Worldwide growth of population and particularly concentration of man and his works into urban areas, has heightened such treats to level where large-scale, and often costly, planning to reduce the hazard has become essential in many country.

By using GIS and Remote sensing technology to determine sensitive area based on geological hazard persepectives, constitute the new point of view in performing hte research. Remote sensing can enable geomorphic study of areas that are inacessible to field-investigation and GIS can performing spatial analysis by an unique way. Such conducting unsupervised to determine settlement area, generating slope from satellite imagery and with GIS all result can be map and analysis by using spatial analysis. To develop knowledge base which will use as an input for decision support system.

The core and simultaneously benefit of this research is the capabilities of GIS and Remote Sensing technology that can help geoscientist especially geologist to capture, manipulate and analyze of information about an object without physical contact as preliminary survey (reconnaissance), mainly for geomorphic study of areas that are inaccesible to field-base investigation. Moreover, by utilizing the available sources of data (data provider) GIS and Remote Sensing can be used more effective and efficient compared to the current or traditional methods for interpreting extremely large cover research area.

(14)

THE APPLICATION OF GIS AND REMOTE SENSING

FOR DETERMINING SENSITIVE AREA

BASED ON GEOLOGICAL HAZARD PERSPECTIVES

EFO HADI

A Thesis for the degree of Master of Science Of Bogor Agricultural University

MASTER OF SCIENCE IN INFORMATION TECHNOLOGY

FOR NATURAL RESOURCE MANAGEMENT

GRADUATE SCHOOL

(15)

Master of Science in Information Technology for Natural Resources Management

: Study Program

G.051034011 :

Student ID.

Efo Hadi :

Name

The Application of GIS and Remote Sensing for Determining Sensitive Area Based On Geological Hazard Perspectives

: Research Title

Approved by, Advisory Board

Ir. Iwan Setiawan, PM Co-Supervisor DR. Ir. Kudang Boro Seminar, M.Sc.

Supervisor

Endorsed by,

Dean of Graduate School

DR. Ir. Khairil A. Notodiputro, MS Program Coordinator

DR. Ir. Tania June

(16)

CURRICULUM VITAE

Efo Hadi was born in Jakarta, Capital City of Indonesia at

September 24, 1963. He spent of his childhood and school

from elementary to SMU at Jakarta. He achieved his

undergraduate degree from Department of Geological

Engineering, Universitas Pakuan, Bogor in 1995. Since

1987, during undergraduate study, he worked as geologist

assistant in several mining companies in Indonesia, particularly for geological

data processing by means of computer technology.

In the year 2003, Efo Hadi pursued his master degree at MIT (Master of

Science in Information Technology) for Natural Resource Management Program

at Bogor Agricultural University. He proposed a method for Determining

Sensitive Area based on Geological Hazard Prespectives by using GIS and

(17)

ACKNOWLEDGEMENT

Intiallly, I would like to express my gratefulness to ALLAH SWT for the

favors and mercies to me during the time. I wish to thank to my supervisor DR. Ir.

Kudang Boro Seminar, M.Sc and my co-supervisor Ir. Iwan Setiawan, PM for the

guidance, advices, comments, encouragement and also constructive criticism

during the supervision of my research through all months until the research was

finished.

I wish also to thank and give most appreciation to MIT student’s batch

2003 for the togetherness, assistances, and the enlightment we shared for all this

time, how we support each other during study until the last semester of our study.

It is really a big gift and honor to me for knowing great people with different

background and expertise like you guys. I would like to thank also to the staff of

the Master of Science in Information Technology for Natural Resources

Management (MIT) Program for the good cooperation and facilitation, special

thank also to MIT lectures for sharing and imparting their knowledge and

experiences during the time.

Finally, I deeply wish to express my most gratefulness to my beloved wife,

Vietnami Ardya Gharini Kusumawardhani, for her support, patient, caring,

devotion, and everything during my study, especially to watch over our doughters

(Maulidina Inayah and Nabila Lam’anah) and son (Ahmad Sya’roni). Thank also

to my mother and father (alm.), sister, uncles, aunts, parent in law for your

support and caring. Last but not least, I wish to dedicate this thesis to my dear

uncle, Prof. DR. Harsono Suwardi, MA for spirit you inspired me in finishing this

(18)

TABLE OF CONTENTS

45 Geological Hazard Sensitive Area

4.6. . . . 44 Geomorphological Interpretation

4.5. . . . 43 Rock Type Risk Zone

4.4. . . . 42 Slope Stability Risk Zone

4.3. . . . 40 Land Stability Risk Zone

4.2. . . . 39 Settlement Area

4.1. . . .

RESULT AND DISCUSSION IV.

38 Geological Hazard Mitigation Map

3.7. . . . 35 Geomorphological Interpretation

3.6. . . . 34 3.5.2. Vector Data Preparation, Classification and Analysis . . . .

33 3.5.1. Images Data Preparation, Classification and Analysis . . . .

32 Methodology

3.5. . . . 31 Required Tools

3.4. . . . 28 Data Sources

3.3. . . . 28 Research Area

3.2. . . . 28 Time and Location

3.1. . . .

RESEARCH METHODOLOGY III.

22 Geology of Research Area

2.5. . . . 20 2.4.3. Geological Risk Map . . . .

19 2.4.2. Sensitive Area . . . .

18 2.4.1. Plate Tectonics At A Glance . . . .

14 2.4. Geological Hazards . . . .

12 2.3. Decision Support System . . . .

11 2.2.1. Classification of Remotely Sensed Imagery . . . .

9 2.2. Remote Sensing And Interpretation . . . .

5 2.1. Geographic Information System (GIS) . . . .

LITERATURE REVIEW II.

4 1.5. Thesis Structure . . . .

3 1.4. Benefit of Research . . . .

3 1.3. Objectives . . . .

2 1.2. Scope of The Research . . . .

1 1.1. Background . . . .

INTRODUCTION I.

vi List of Appendices . . . .

v List of Tables . . . .

iii List of Figures . . . .

i Table of Contents . . . .

(19)

54

REFERENCES . . . . 52 Recommendations

5.2. . . . 52 Conclusions

5.1. . . .

CONCLUSIONS AND RECOMMENDATION V.

(20)

LIST OF FIGURES

Figure 4.6. . . .

44 Structural Geology interpretation by fault pattern of back-hill, valley

and main stream of research area Figure 4.5.

. . . .

44 Risk Zone by Rock Type

Figure 4.4. . . .

43 Slope Stability Risk Zone Map

Figure 4.3. . . .

41 Mineralization Zone indicating Land Stability Risk Zone

Figure 4.2. . . .

39 Result of unsupervised settlement area

Figure 4.1. . . .

37 Types of drainage patterns (Thornbury, 1989)

Figure 3.7. . . .

36 Dendritic pattern (Thornbury, 1989)

Figure 3.6. . . .

32 Methodology of Research

Figure 3.5. . . .

30 Landsat 7ETM+ of research area

Figure 3.4. . . .

30 Geologic Map of Study Area

Figure 3.3. . . .

29 SRTM of Study Area

Figure 3.2. . . .

29 Administration Map from BAKOSURTANAL

Figure 3.1. . . .

26 Southeast Asia Seismic Zonation Map Planned by USGS (USGS in

Irsyam, 2006) Figure 2.11.

. . . .

25 Active Tectonic of Indonesia: Crustal motion from GPS study. (Bock

et all. 2004 in Natawijaya & Latif, 2006) Figure 2.10.

. . . .

23 Physiographic Distribution Map of West Java (Asikin, 1986)

Figure 2.9. . . .

22 Research area (Landsat TM Path/Row: 122/65)

Figure 2.8. . . .

19 The rock cycle, interpreted in plate-tectonic terms. (Source:

Montgomery, 1991, p. 140) Figure 2.7.

. . . .

18 Lithosphere plate movements (Source: Asikin, 2003)

Figure 2.6. . . .

17 Volcanism and Plate Tectonic (Source: After Montgomery, 1991, p.

180) Figure 2.5.

. . . .

16 Location of modern volcanoes and earthquake around the world

(Source: After Montgomery, 1991, p. 126) Figure 2.4.

. . . .

14 General Tectonic Pattern of Indonesia (Source: USGS)

Figure 2.3. . . .

11 A. Geology structure interpretation on satellite image showing the

direction of earth surface movement (strike-slip fault). B. (Top) The occurrence processes of fault and slip; (Middle) Elastic energy will assembled within the earth; (Below) Earthquake damage settlement along the fault line.

Figure 2.2.

. . . .

5 Component of GIS (Eastman, J.R, 2003)

Figure 2.1. . . .

3 Research Scope that will be Applicated By Using Remote Sensing

and GIS (Asikin, 2003) Figure 1.1.

. . . .

(21)

48 Geological Hazard Risky Settlement

Figure 4.10. . . .

48 Geological Hazard Settlement Sensitive Area

Figure 4.9. . . .

47 Sensitive Area over Rock Type

Figure 4.8. . . .

45 Drainage pattern interpretation of research area

Figure 4.7. . . .

45 Rose-diagram of 150 lineaments of research area, show the

Southwest-Northeast direction of fault system of research area

(N10o-20oE) . . . .

(22)

LIST OF TABLES

49 Risky Settlement Area in West Java and Banten

Table 4.4. . . .

43 Rock Type Distribution Weighting

Table 4.3. . . .

42 Slope Distribution Weighting

Table 4.2. . . .

42 Mineral Distribution Weighting

Table 4.1. . . .

35 Rock type and physical characteristics in research area (Sampurno,

1975) Table 3.2.

. . . .

34 Characteristics of the slope categories for land development (Howard

& Remson, 1978) Table 3.1.

. . . .

23 Study Area of Research

Table 2.1. . . .

(23)

LIST OF APPENDICES

Appendix 5. Geologic Time Scale

Appendix 4. Slope Generating from SRTM by means of Global Mapper & ArcGIS

Appendix 3. Creating Alteration Zone by means of ER Mapper

Appendix 2. Settlement Extraction from Landsat Imagery by means of ER Mapper and ArcView/ArGIS

(24)

I. INTRODUCTION

1.1. Background

Geological hazards is hazard which is usually classified as geological:

earthquakes, faulting, tsunamis, volcanoes, avalanches, landslides, and floods. It

is a well known fact that geological hazard disaster strikes countries, causes

enormous destruction and creates human sufferings and produces negative

impacts on national economies. Due to diverse geo-climatic conditions prevalent

in different parts of the globe, different types of geological hazard disaster strikes

according to vulnerability of the area. Worldwide growth of population and

particularly concentration of man and his works into urban areas, has heightened

such treats to level where large-scale, and often costly, planning to reduce the

hazard has become essential in many country.

Overall assessment of actions needed is complicated in many ways. In fact,

the source of major geological hazard may be, at the same time, a great asset to

community. A mountain range providing water, irrigation, and recreation may

lead to killer flood; rich volcanic soil for agriculture may surround a still lethal

volcano; by products of great active fault or rift are often minerals, natural

resources, beneficial climatic effects and magnificent scenery. Volcanic and

geothermal areas may provide geothermal steam for power generation.

The area under study it self is located in the West Java province that

represent a part of Java Island in Indonesia which has a complex geologic

(25)

According to Sampurno (1975) this area has many experiences of suffering

hazard from landslides compared to other areas. Those hazard are progressively

felt nowadays due to mass movements or landslide is endangering human life and

their properties, such as houses, roads and rail roads, rice fields and farms, ranch,

irrigation channel and others.

Although landslide is influenced by steepness of slope factor, rain falls,

water stream, vegetation, and the result of man activities such as digging and

others that can enlarger particular slope angle, however the major dominant

control factor of those hazard is beginning from geologic structure which includes

stratigraphic implications and tectonic activities to constructs the land forms from

within the earth’s.

In the framework of this research, GIS and remote sensing technology will

be used to determine geological hazard sensitive area. Remote sensing is used for

geological interpretation such geomorphology, drainage and structure patterns

which indicate the general tectonic patterns. While GIS is used for spatial analysis

to determine geological hazard sensitive area by overlying the geological

interpretation result with geologic map and other maps that required in analysis.

1.2 Scope of The Research

Geological hazard is disaster generated by effect of direct or indirect

corresponding natural phenomenon with geologic processes including man.

The scope of this research is how GIS and Remote Sensing technology

simultaneously can be used to determining geological hazard sensitive area based

on geomorphological interpretation from satellite imagery, distribution of rocks

(26)

Figure 1.2. Research scope that will be applicated by using Remote Sensing & GIS. (Asikin, 2003)

1.3 Objectives

The main purpose of the research is using GIS and Remote Sensing

technology to determine sensitive area based on geological hazard perspectives. It

will have a function to support a decision support system in order to take decision

for placement of settlement location in West Java area. The result will contribute

as a knowledge base which can be utilized by public, city planners, city officials

and also policy makers to make future decision concerning the places of suitable

settlement in order to obtain the sustainable development.

1.4 Benefit of Research

The core and simultaneously benefit of this research is how GIS and

Remote Sensing technology will helps geoscientist especially geologist to capture,

manipulate and analyze of information about an object without physical contact as

preliminary survey (reconnaissance), mainly for geomorphic study of areas that

(27)

sources of data (data provider) GIS and Remote Sensing can be used more

effective and efficient compared to the current or traditional methods particularly

for interpreting extremely large cover research area.

Finally, the result of the research will be mapped in digital and paper forms

that come with additional data showing further information, created with GIS

software and intentionally published in digital map which entitled as Geological

Hazard Sensitive Area Map.

1.5 Thesis Structure

The thesis is structured into five chapters, each of which is described as

follows:

Chapter 1 describes research background, scope and objectives;

Chapter 2 describes literature review related to the theory of Geological

Hazard, remote sensing and spatial analysis in GIS and decision support

system weighting methods;

Chapter 3 describes research methodology includes data source, tools

used in the research, location and also weighting procedures;

Chapter 4 represent results and discussions of the research, and

(28)

II. LITERATURE REVIEW

To determine geological hazard sensitive area by using GIS and remote

sensing approach needs fundamental building theory to stretch the system

thinking of building thesis structure.

2.1 Geographic Information System (GIS)

Geographic Information System (GIS) is a computer-assisted system for the

acquisition, storage, analysis and display of geographic data. GIS is typically

made up of variety of different components. Figure 2.1 gives a broad overview of

the software components typically found in a GIS.

Figure 2.1. Components of GIS (Eastman, J.R, 2003)

Central to the systems is the database - a collection of maps and associated

(29)

futures, it can be seen to be compromised of two elements: (i) a spatial database

describing the geography (shape and position) of earth surface features, and (ii) an

attribute database describing the characteristics or qualities of these features. Thus

for example, a property parcel defined in the spatial database and qualities such as

its land use, owner, property valuation, and so on, in the attribute database.

In some systems, the spatial and attribute database are rigidly distinguished

from one another, while in others they are closely integrated into a single entity,

hence the line extending only half-way through the middle circle of Figure 2.1.

However, it also offers the option of keeping some elements of the attribute

database quite separate.

Surrounding the central database, there are a series of software components.

The most basic of these is the Cartographic Display System. Cartographic

Display System allows one to take selected elements of the database and produce

map output on the screen or some hardcopy device such as a printer or plotter.

Software systems that are only capable of accessing and displaying elements of

the database are often referred to as Viewers or Electronic Atlases.

After cartographic display, the next most essential element is a Map

Digitizing System. With a Map Digitizing System, one can take existing paper

maps and convert them into digital form, thus further developing the database. In

the most common method of digitizing, one attaches the paper map to a digitizing

tablet or board, then traces the feature of interest with stylus or puck according to

the procedures required by the digitizing software. Many Map Digitizing Software

also allow for editing of the digitized data. Scanners may also be used to digitized

(30)

outlines of features that are created with a digitizing tablet. Scanning software

typically provides users with a variety of standard graphics file formats for export.

These files are then imported into the GIS. Digitizing packages, Computer

Assisted Design (CAD), and Coordinate Geometry (COGO) are examples of

software system that provide the ability to add digitized map information to the

database, in addition to providing cartographic display capabilities.

The next logical component in a GIS is a Database Management System

(DBMS) such as those which have been discuss in the previous. Traditionally, this

term refers to a type of software that used to input, manage and analyze attribute

data. It is also used in that sense here, although we need to recognize that spatial

database management is also required. Thus, a GIS typically incorporates not only

a traditional DBMS, but also a variety of utilities to manage the spatial and

attribute components of the geographic data stored.

With a DBMS, it is possible to enter attribute data, such as tabular

information and statistics, and subsequently extract specialized tabulations and

statistical summaries to provide new tabular reports. However, most importantly,

a Database Management System provides us with the ability to analyze attribute

data. Many map analyses have no true spatial component, and for these, a DBMS

will often function quite well. The final product (a map) is certainly spatial, but

the analysis itself has no spatial qualities whatsoever. Thus, the double arrows

between the DBMS and the attribute database in Figure 2.1 signify this distinctly

non-spatial form of data analysis. Software that provides cartographic display,

map digitizing, and database query capabilities are sometimes referred to as

(31)

Beside a very powerful set of capabilities of the ability to digitize spatial

data and attach attributes to the features stored, to analyze these data based on

those attributes, and to map out the result, one most important in GIS is

Geographic Analysis System.

With a Geographic Analysis System, the capabilities of traditional database

query can be extend to include the ability to analyze data based on their location.

Perhaps the simplest example of this is to consider what happens when users are

concerned with the joint occurrence of features with different geographies. For

example, suppose the user want to find all areas of residential land on bedrock

types with high level of radon gas. This is a problem that a traditional DBMS

simply cannot solve because bedrock types and landuse divisions do not share the

same geography. Traditional database query is fine as longs we are talking about

attributes belonging to the same features. But when the features are different, it

cannot cope. For this we need GIS. In fact, it is this ability to compare different

features based on their common geographic occurrence that is the hallmark of

GIS. This analysis is accomplished through a process called overlay, thus named

because it is identical in character to overlaying transparent maps of the two entity

groups on top of one another.

Like the DBMS, the Geographic Analysis System is seen in Figure 2.1 to

have a two way interaction with database. The process is distinctly analytical in

character. Thus, while it may access data from the database, it may equally

contribute the results of that analysis as a new addition to the database. For

example, we might look for the joint occurrence of lands on steep slopes with

(32)

risk map was not in the original database, but was derived based on existing data

and set of specified relationships. Thus the analytical capabilities of the

Geographic Analysis System and the DBMS play vital role in extending the

database through the addition of knowledge of relationships between features.

In addition to these essential element of a GIS, a Cartographic Display

System, a Map Digitizing System, a Database Management System and a

Geographic Analysis System, some software system also include the ability to

analyze remotely sensed images and provide specialized statistical analyses.

Image processing software allows one to take raw remotely sensed imagery (such

as Landsat or SPOT satellite imagery) and convert it into interpreted map data

according to various classification procedures.

For statistical analysis, some GIS software system offers both traditional

statistical procedures as well as some specialized routines for the statistical

analysis of spatial data. Geographers has developed a series of specialized

routines for the statistical description of spatial data, partly because of the special

character of spatial data, but also because spatial data pose special problems for

inferences drawn from statistical procedures.

2.2 Remote Sensing and Interpretation

Remote sensing is the science and art of obtaining information about an

object, area, or phenomenon through the analysis of data acquired by a device that

is not in contact with the object, area, or phenomenon under investigation

(Lillesand and Kiefer, 1994). Satellite-based systems can measure phenomenon

(33)

(Aronoff, 1989). By convention “from distance” generally considered being large

relative to what a person can reach out and touching, hundreds of feet, hundred of

miles or more. Remote sensing techniques are used extensively to gather

measurement.

Geologists, geomorphologist, and other scientists routinely use the synoptic

view associated with remotely sensed data to identify and interpret geomorphic

features on the Earth’s surface. In fact, identifying, understanding, and

appreciating the nature of landforms present on remotely sensed imagery is one of

the great benefits of remote sensing science. One should take time to appreciate

the tremendous beauty and variety of landform on the Earth and how ecosystems

associated with the various landforms interact with one another. For example,

satellite-based system can measure that change continuously over time and large

cover, even inaccessible areas. The science of remote sensing provides instrument

and theory to understand how objects and phenomena can be detected. The art of

remote sensing is in the development and use of analysis techniques to generate

useful information.

Though remote sensing will not replace the traditional geological field

study, the value of remote sensing to provide a synoptic overview of a landscape

cannot be overlooked. Historically, the use of remote sensing in geomorphology

has been mainly interpretive, enabling geomorphologist to develop ‘picture’ of

landscape and as a map-making aid. However, the use of remote sensing for

quantitative geomorphic study is growing rapidly.

Remote sensing provides unique global views at different spatial scales and

(34)

useful for the sub disciplines of megageomorphology, which emphasizes the study

of planetary surfaces at large scales (Baker, 1986). Remote sensing can also

enable geomorphic study of areas that are inaccessible to field-based

investigation.

In the framework to this research, since geomorphology constitute a

primarily geology (Thornbury, 1969) we will use remote sensing as the tools for

[image:34.595.125.497.288.539.2]

monitoring geomorphological aspects that produced by geological processes.

Figure 2.2. A. Geology structure interpretation on satellite image (SRTM) of research area, showing the direction of earth surface movement (strike-slip fault). B. (Top) The occurrence processes of fault and slip; (Middle) Elastic energy will assembled within the earth; (Below) Earthquake damage settlement along the fault line.

2.2.1 Classification of Remotely Sensed Imagery

Classification is the process of developing interpreted maps from remotely

sensed images. As a consequence, classification is perhaps the most important

(35)

However, with the advent of computers and digital imagery, attention has focused

on the use of computer-assisted interpretation. Although the human eye still

brings a superior set of capabilities to the classification process, the speed and

consistency of digital procedures make them very attractive. As a consequence,

the majority of classification projects today make use of digital classification

procedures, guides by human interpretation.

There are two basic approaches to the classification process: supervised and

unsupervised classification. With supervised classification, one provides a

statistical description of the manner in which expected land cover classes should

appear in the imagery, and then a procedure (known as a classifier) is used to

evaluate the likehood that each pixel belongs to one of these classes. With

unsupervised classification, a very different approach is used. Here another type

of classifier is used to uncover commonly occuring and distinctive reflectance

patterns in the imagery, on the assumption that these represent major land cover

classes. The analyst then determinees the identity of each class by combination of

experience and ground truth (i.e., visiting the study area and observing the actual

cover types).

2.3 Decision Support System

While decision support is one of the most important function of a GIS, tools

designed especially for this are relatively few in most GIS software. However, a

complete GIS software should include several modules specifically developed to

aid in the resources allocation decision making process. These include modules

(36)

suitability maps under varying levels of trade off, and address allocation decision

when there are multiple objectives involved. Used in conjunction with the other

components of the system, these modules provide a powerful tool for resource

allocation decision makers.

The concept of decision support system (DSS) was first enunciated in

1970s by Scott Morton under term management decision systems. He defined

such systems as “interactive computer-based system, which help decision makers

utilize data and models to solve unstructured problems”. Another definition was

also introduced by Keen and Scott Morton in 1978s that declare the “decision

support system couple the intellectual resources of individuals with the

capabilities of the computer to improve the quality of decisions. It is a

computer-based support system for management decision makers who deal with

semi-structured problems.”

Furthermore, Moore and Chang (1980) define DSS as (i) extendable

systems, (ii) capable of supporting ad hoc data analysis and decision modeling,

(iii) oriented toward future planning, and (iv) used at irregular, unplanned

intervals. Thereby, from several definition above and much more, we can simplify

that DSS constitute an interactive, flexible, and adaptable computer-based

information system, specially developed for supporting the solution of a

non-structured management problem for improving decision making. It utilizes

data, it provides easy user interface, and it allows for the decision maker’s own

insight.

Aiding the deficiencies of human judgment and decision making has been a

(37)

of decisions is important, as particularly in complex systems, as management of

organizational operations, industrial processes, or bidding processes.

2.4. Geological Hazards

The majority of geological hazard that happening in Indonesia, especially

take place along volcanic belt mostly in Indonesian islands. This indicates that

Indonesian Islands located and controlled by a set of major tectonic activities.

Most of Indonesia's volcanoes are part of the Sunda arc, a 3,000-km-long line of

volcanoes extending from northern Sumatra to the Banda Sea. Most of these

volcanoes are the result of subduction of the Australian Plate beneath the Eurasian

Plate. Volcanoes in the Banda Sea are the result from subduction of the Pacific

Plate under the Eurasia Plate. On the Figure 2.3 shows the black "teeth" are on the

overriding plate and the arrows showing the direction of movement along major

transform faults.

Figure 2.3. General Tectonic Pattern of Indonesia (Source: USGS)

In congeniality of geomorphic processes, the landscape changes is a

(38)

represents a fleeting stage in a continuing conflict between internal processes

which tend to elevate the lands and external processes which tend to wear them

down. Although the results of such changes is generally imperceptible and

becomes visible in the landscape only after centuries or millennia, however,

individual local events such earthquakes, tsunamis, volcanoes, avalanches,

landslides and floods may take place very rapidly and constitute serious

environmental hazards.

Those geological hazards, are mostly, unpredictable. On the other hand,

human often induce change or accelerate the process of changes with their needs

for existence. Their problems is not to bring environmental change to a halt, a

generally impossible task, but to adapt to the environmental and to occupy it with

the least physical and aesthetic damage. Thereby, as a consequence, one of them,

as does a victim of geologic disaster that occurred in our country is primarily

caused by poorly planned placement of settlement locations. To do so, people

must be familiar with earth processes so that they may avoid or minimize damage

to the terrain as well as to life and property, equally, to reduce its detrimental

effects, however, we should understand the condition of our environment

geologically, mainly the major of geological aspect that operates in selected areas.

Refering to the scope of the research on the previous chapter, geological

hazards is disaster generated by effect of direct or indirect corresponding natural

phenomenon with geologic processes including man. There are two types of

geological hazards generated by the direct effect, first earthquake and the second

(39)

Figure 2.4. Location of modern volcanoes and earthquakes around the world (Source: After Montgomery, 1991, page: 126)

Earthquakes result from sudden slippage or failure of rocks along fault

zones in response to stress. Most earthquakes occur at plate boundaries and are

related to plate-tectonic processes. The pent-up energy is released through seismic

waves, which include both compressional and shear body waves, plus surface

waves, which cause the most structural damage. Earthquake hazards include

damage from ground rupture and shaking, fire, liquefaction, landslide, and

tsunamis (Montgomery, 1991).

We cannot hope to stop earthquakes, but we can try to limit their destructive

effects. Physical damage could be limited by the following: seeking ways to cause

locked faults to slip gradually and harmlessly, perhaps by using fluid injection to

reduce frictional resistance to shear; designing structures in active fault zones to

be more resistant to earthquake damage; identifying and, wherever possible,

avoiding developments in areas at particular risk from earthquake-related hazards.

Casualties could be reduced by increasing public awareness of and by improving

our understanding of earthquake precursor phenomena so that accurate and timely

(40)

Furthermore, most volcanic activity is concentrated near plate boundaries.

Volcanoes differ widely in eruptive style and thus in the kinds of dangers they

represent. Spreading ridges and hot spots are characterized by the more fluid,

basaltic lava's. Subduction-zone volcanoes typically produce much more viscous,

silica-rich, gas-charged andesitic magma, so in addition to lava they may emit

large quantities of pyroclastics and other deadly products like nuées ardentes.

Lava is perhaps the least serious hazard associated with volcanoes: it moves

[image:40.595.143.480.309.520.2]

slowly, it can sometimes be diverted, and its path can be predicted.

Figure 2.5. Volcanism and Plate Tectonic (Source: Montgomery, 1991, page: 180)

The result of explosive eruption are less predictable, and the eruptions

themselves more sudden. According to Montgomery (1991) an early sign of

potential volcanic activity includes bulging and warming of the ground surface

and increased seismic activity. Volcanologists cannot yet predict precisely the

definite time or type of eruption, except insofar as they can anticipate eruptive

style on the basis of historic records, the nature of the products of previous

(41)

2.4.1 Plate Tectonics At A Glance

The outermost solid layer of the earth is the 50- to 100-kilometer-thick

lithosphere, which is broken up into a series of rigid plates. The lithosphere is

underlain by a plastic, partly molten layer of the mantle, asthenosphere, over

which the plates can move.

Figure 2.6. Lithosphere plates movements (Source: Asikin, 2003)

This plate motion give rise to earthquakes and volcanic activity at the plate

boundaries. At seafloor spreading ridge, which are divergent boundaries, new sea

floor is created from magma rising from asthenosphere. The sea floor moves in

conveyor-belt fashion, ultimately to be destroyed in subduction zones, a type of

convergent plate boundary, where it is carried down into the asthenosphere and

eventually remelted. Convergence of continents from high mountain ranges.

According to Montgomery (1991), the evidence for seafloor spreading

includes the distribution of ages of seafloor rocks, and magnetic stripes on the

ocean floor. Continental drift can be demonstrated by such means as polar-wander

curves and evidence of ancient climates as revealed in the rock record. Past

(42)

margins and matching up similar geologic features and fossil deposits from

continent to continent.

Present rates of plate movement average a few centimeters a year. A

mechanism for moving the plates has not been proven definitively. The most

likely driving force is slow convection in the asthenosphere (and perhaps in the

deeper mantle). Although plate motions are less readily determined in ancient

rocks, plate- tectonic processes have probably been more or less active for much

of the earth’s history. They play an integral part in the rock cycle as shown in

Figure 2.7.

Figure 2.7. The rock cycle, interpreted in plate-tectonic terms. (Source: Montgomery, 1991, page: 140)

2.4.2 Sensitive Area

The term of sensitive area in this research is areas which are geologically

can generate hazard when on those respected areas used as settlement areas or

human other activities. Its includes areas which are dominant controlled by

(43)

areas which are formed above clay and limestone, volcanic and geothermal area

and of course an opened coastal areas surrounds by bay, which entirely, in

agreement with on going geomorphic processes which shape the Earth’s surface.

2.4.3 Geological Risk Map

The first step in the study of collective geological hazards is the plotting of

specific information on maps at the same scale. A geological map, for example,

present the areal distribution of rock structure and type. The scale chosen and the

emphasis on particularr features may be selected to optimize the use of

information for a particular need.

In California, a new 1:750,000 scale geological map was produced in 1972

to give an over-view of the geological properties of the State with sufficient detail

to be useful for preliminary land-use planning. Published in color, it emphasizes

recent volcanic rocks and volcanoes, earthquake fault and the major folds in the

layered rocks. Maps with much more detail than feasible on the usual 1:250,000

to 1:1,000,000 scale maps are needed for specific hazard evaluations. For urban

areas, specializied mapping for land-use planning and engineering design must

show considerable detail and even include geophysical and boreholes studies of

local subsurface structure. The required scale may be of the order of 1:20,000.

Recent examples are slope maps produced by the U.S. Geological Survey with

scale of 1:24,000. These maps indicaete the per cent of slope of hills and

mountains by means of color code so that assessment of hillside erosion and

stability conditions can be made. Likewise, U.S.G.S and Corps of Engineers flood

hazard maps at about this scale show the elevations attained by major historical

(44)

There are several unsatisfactory features of the usual geological map

published in most countries. First, these maps often emphasize the formations

(igneous, basin deposits, etc.) rather than the rock types involved. Alluvium

consists of fine- and coarse-grained material may have depth and horizontal facies

changes that lead to major seismic response consequences. Again, it is not

sufficient to say that a given formation consists largely of sandstone and shale

without mapping bed boundaries. The Geological Survey of New South Wales in

Australia has tried to solve the problem by indicating overburden and underlying

rock units by appropriate symbols. In this way, the map color defines the

underlying rock, while the map symbol tags the type of overburden. In New

Zealand, the Soil Bureau of the Department of Scientific and Industrial Researche

produces maps of soil type that may be read in conjunction with standard

geological maps. In the New England States, USA, one series of maps delineates

bedrock and another the superficial glacial deposits (Bolt et al 1975: 288).

Another weakness is lack of detail when mapping the weathered conditions

of the rock types. The depth of weathering may be of considerable importance in

estimating the response of the ground to strong earthquake motion. In the same

way, locations of unobscured bedrock exposures deserve plotting on the basic

geological maps so that when detailed investigations are needed these outcrops

can be revisited quickly Alluvial deposits often require sub-division, appropriate

to the scale used (e.g. 1:250,000) showing flood plains, lake deposits, colluvial,

residual soils, and so on. In this way, parts of a particular surficial deposit,

consisting of fine-grained material with braided stream channels of coarser

(45)

In many country and also in Indonesia, a recent imaginative development is

the use of computers to calculate and draw predictive hazard maps. Once the

controling parameters of the hazard are known these can be combined into

mathematical form and programmed once and for all.

The differences between this research compared with another that

mentioned above, principally in geological and geomorphological interpretation

point of view. This research thoroughly used GIS and Remote Sensing

Technology for determining geological hazard sensitive area through integrating

remote sensing capability especially principal component analysis (PCA)

procedures to obtain common picture of present rocks and minerals distribution

which indicating past as well as endogenetic and exogenetic processes.

2.5. Geology of Research Area

Research area located in West Java, precisely one scene of Landsat 7 ETM,

[image:45.595.124.474.491.712.2]

path: 122 row: 65. (Figure 2.8)

(46)

In general, geologically, there are three physiographic zone that represent

sensitive areas in Southern West Java, that are Bogor Zone, Southern Mountain

Range Zone (‘Zona Pegunungan Selatan’) and range of hill in Bandung Zone.

Ra n ge of h ill in Ba n du n g Zon e

Pa da la r a n g

Sou t h e r n M ou n t a in s Zon e Ga r u t Se la t a n , Cia n j u r ,

Su k a bu m i, Pe la bu h a n Ra t u

Bogor Zon e Su ba n g, Cia m is, Su m e da n g

[image:46.595.127.495.187.513.2]

Physiographic Zone Training Area

Table 2.1. Study area of Research

Figure 2.9. Physiographic Distribution Map of West Java (Asikin, 1986)

According to Sampurno (1975), Bogor Zone is characterized by series of

Tertiary marine deposite which mostly consist of clay, napal, tuff claystone,

sandstone and volcanic sediment. Most of those sedimentary beds folded

moderately with steepness more than 25 degree. Dimensional of this area more or

less 10 percent of West Java. Covered unconformability by young volcanic

(47)

Fault structures frequently founded with intensive joint. Field frequently

constitute elongated hilliest that unidirectional with strike of bed that shows

West-East direction with steepness of slope about 10 - 30 percent in general

including steepy escarpment. Loose rock particles deposit can be founded at base

of escarpments as there are in North Ciamis area.

Furthermore, the Southern Mountain Range Zone, geologically

characterized by Tertiary marine sedimentary rocks in term of clay, sandstone,

limestone and turbidity volcanic sediment. Additionally, igneous rock intrusion

also exist in this zone. According to Sampurno (1975), in general, this zone has a

horizontal or aslant beds direct to South. Dimesional of this area more or less 20

percent of West Java and in general constitute form of plateau with steepy valley

incised. Loose rock particles deposit founded at broad valley basement which

represent accumulated from valleys wall surrounding as there are in South Garut

and South Cianjur.

Endmost, the Range of Hill in Bandung Zone, According to Sampurno

(1975), this area deputized by Rajamandala Mountains which geologically

characterized by Tertiary marine sedimentary rocks in term of clay, sandstone,

limestone, with small intrusion on some place. Steepness of slope is about 25 - 45

degree which controlled by fault and intensive joint. The area, in general

approximately steepy in term of elongated hilliest with steepy escarpments.

Tectonically, physiographically Banten area very resemble with

characteristic of Sumatra Island, if compared with its East side. Except some

(48)

which many acid tuff (Banten Tuff) as does Acid Lampung Tuff, at least it can be

used as a base of an opinion.

Figure 2.10. Active Tectronic of Indonesia: Crustal motion from GPS study. (Natawijaya & Latif 2006)

According to Asikin (1986) based on gravity, seismic, landsat image

interpretation and field observation, there are four fault pattern systems in West

Java, i.e.:

1. Sumatra direction (Northwest - Southeast),

2. Java direction (East - West), and

3. North - South direction which very dominant at North side of Java Island and

Java Sea area.

4. Southwest - Northeast direction that very prominent at corner of Northeast of

Java Island (Cimandiri / Sukabumi) which assumed still active in connection

with distribution of intermediate and shallow earthquake epicentre. (Figure

(49)
[image:49.595.117.508.83.508.2]

Figure 2.11. Southeast Asia Seismic Zonation Map Planned by USGS ( USGS in Irsyam, 2006)

The oldest rock unit that exsposed in West Java is Early Eocene rocks at

Ciletuh area (Southern Pelabuhan Ratu). Its tectonically connected with

brecciated and serpentinized ophiolites rock at contact belt. Those ophiolites

interpreted as part of melangé which also constitute of Early Eocene olistostrome.

Thus, the oldest rock unit in West Java is Pre-Eocene subduction belt.

Another Pre-Tertiary rocks in West Java only founded from oil drilling at

(50)

such volcanic breccia, lava and tuff (Jatibarang Formation), and also metamorphic

rocks such slate, phyllite and marble. Those rocks association mentioned can be

related with Cretaceous subduction belt that in this case constitute its magmatic

belt.

Another tectonic setting of West Java according to Asikin (1986) is Tertiary

Magmatic Belt which located along Southern Java Island coast line namely Old

Andesite Formation at the age of Early Oligo Miocene. In West Java, part of this

(51)

III. METHODOLOGY

3.1 Time and Location

This research has been conducted from January 2006 to May 2006 at MIT

(Master of Science in Information Technology) research laboratory, SEAMEO

BIOTROP, Bogor Agricultural University, Bogor and GTC@UNPAK (UNPAK

GIS Center), Faculty of Engineering, Universitas Pakuan, Bogor. The location of

this research is in Southern West Java (Figure 2.8. Page: 22) where active tectonic

produces many geological phenomena which generated hazard sensitive areas.

3.2 Research Area

The research is focus on the determination toward sensitive area based on

geological hazard perspectives by means of remotely sensed data and GIS spatial

analysis methods, and also it will extend the mitigation recommendation for

secure settlement location by means weighting procedures for decision making.

3.3 Data Sources

Mainly the data has been used for this research acquired from previous

geologic research report, Administration Map from BAKOSURTANAL (Figure

3.1), free downloaded SRTM-Shuttle Radar Topographic Mission (Figure 3.2)

from internet, Geologic digital map from PT. Aneka Tambang, Tbk - Geomineral

Unit, Jakarta (Figure 3.3) and Landsat TM image of West Java 2001 with

(52)
[image:52.595.119.498.80.408.2]

Figure 3.1. Administration Map from BAKOSURTANAL

[image:52.595.168.459.464.714.2]
(53)
[image:53.595.119.499.84.434.2]

Figure 3.3. Geologic Map of Study Area

(54)

3.4 Required Tools

Some supporting hardware’s and software’s that used for accomplishing this

research among others are:

y Microsoft Windows XP Professional SP1 operating system run on

Dell Latitude D400, Pentium class 1398 MHz and 512 MB RAM.

y ER Mapper 6.4. This software is used for image data collecting,

capturing, processing and analysis.

y Global Mapper 7.01. This software is used for converting SRTM

(shuttle radar topographic mission) to Digital Elevation Model format.

y ArcGIS 8.3. This software is used for spatial data collecting, capturing,

processing and analysis.

(55)

3.5 Methodology

[image:55.595.116.506.137.671.2]

There are five main steps to perform the research as seen in figure 3.5.

(56)

3.5.1 Images Data Preparation, Classification and Analysis

The first step to this research is preparation of Landsat 7ETM+ (path/row:

122/65, 2001) using ER Mapper 6.4 software to obtain Settlement Area, surely

after correcting spatial distortion in an image (geometric correction) and removing

noise and image intensity variations due to antenna radiation pattern dan ground

scattering elements before. In this research topographic map from

BAKOSURTANAL data used in geometric correction as the GCP (ground control

point) information to rectify the errors. After all images corrected, the next

procedures is classifying image by unsupervised classification to obtain the

classified imageries. Furthermore, from the classified imageries, querying

performs to obtain settlement and openland area that have dimensional bigger

than 10 hectares. Finally, the desirable Settlement Area obtained after

performing overlay analysis (union) base on the image by means ArcGIS

software.

Meanwhile, by means of Landsat 7ETM+ path/row 122/65, year 2001,

another procedures to obtain Mineralization Zone can generated by extracting

iron-oxide and clay mineral in an image by performing PCA (principal

component analysis), filtering and convertion in ER Mapper software.

Another images data preparation is to generate Slope Stability Risk Zone

from SRTM data. As does Landsat imagery, SRTM also use topographic map to

make its corrected by geometric correction procedures in ER Mapper. Afterwards,

DEM obtained by generating contour in ArcGIS, where Slope Stability Risk

Zone obtained from weighting the slope generation based on characteristics of the

(57)

Generally too steep for real real estate development. Best resticted to wildlife, forestry, and limited grazing. Over 50 percent

(over 270)

High-rise apartment clusters and large-lot residences appropriate. Low density required. Suitable for low-intensity recreation and summer resorts. Forest and grazing lands.

30 to 50 percent (17 to 270

)

Too steep for most cultivation. Erosion problems. Slopes up to 20 percent suitable for crops such as artichoke and brussel sprouts. Also suitable for limited light industry, detached houses, high-rise apartments, institutional complexes and intensive recreational facilities.

15 to 30 percent (9 to 170

)

Moderately sloping. Too steep for airports or most heavy industry. I rrigation restricted but suitable for dry farming. Good drainage. Good setting for residential development.

5 to 15 percent (3 to 90

)

Almost level. Suitable for urban and agricultural development. Part susceptible to flooding and part with poor drainage.

0 - 5 percent (0 to 30

)

Characteristics and Suitability Slope Category

Table 3.1. Characteristics of the slope categories for land development

(Howard & Remson 1978)

3.5.2 Vector Data Preparation, Classification and Analysis

The only one vector data is Geological/Lithologic Map that will proceeses

to obtained Rock Type Risk Zone, where all procedures for this purpose has

been done by means of ArcGIS software. Lithologic/rock weighting obtained base

(58)

Loose soil, plastics Hard

Poor Volcanic breccia,

igneous rock, lava or andesite intrusion, dasite Composing decomposed soil; unfertile; exessively landslides for claystone/ shale Hard for limestone,

greywacke and soft/ intermediate for claystone Good for limestone;

poor for another rock. Limestone, sandstone, claystone/ shale, greywacke, volcanic breccia Composing loose soil - plastics; fertile soil:

escarpment slide / landslide potential I ntermediate, sometimes loose cause low cemented, permeable good: (10-1-10-2)

cm/ det. Volcanoc tuff, tuffaceous sandstone, lapili (lava fragment), volcanic breccia Loose weathered soil - plastics; partly can function as good aquifer, flood potential. Elastic, brittle,

permeable, loose poor: some may

good (10-1

-10-7

) cm/ det.

Clay, Tuffaceous claystone, organic clay, sand, gravel (breccia).

Another Condition Hardness

Permeability Rock type/ Bed

structure

Table 3.2. Rock type and physical characteristics in research area.

(Sampurno 1975)

3.6 Geomorphological Interpretation

Geomorphology is the branch of geology that examines the formation and

structure of the features of the surface of the Earth or another planet’s surface.

For geologists, geomorphological interpretation regularly conducted for

preliminary study before field-investigation performed.

In this research, geomorphic interpretation and description conducted

concerning fault (Figure 3.6.) and drainage (Figure 3.7.) pattern based on Landsat

7ETM+ (band 457 for structure lineaments and band 542 for drainage pattern)

(59)

Endogenic processes would give constructional forms which continuingly

slowly or catastrophically and causing lifting, folding and faulting. This

phenomenon produced Earth’s surface architecture known as structural geology.

In performing interpretation, structural geology represented by drawing

lineaments of back-hill, valley and main stream over a combined satellite images

such Landsat 7 ETM+ band 457 and SRTM of research area. Whereas in

performing drainage pattern interpretation conducted by using Landsat 7 ETM

ban 542 based on types of drainage pattern from Thornbury (1969).

The most commonly encountered drainage patterns are the dendritic, trellis,

barbed, rectangular, complex and deranged. Among these patterns, dendritic

pattern are by far the most common. They are characterized by irregular

branching of tributary streams in many directions and at almost any angle,

although usually at considerable less than a right angle. They develop upon rocks

of uniform resistance and imply a noteable lack of structural control. Dendritic

pattern are most likely to be found upon nearly horizontal sedimentary rocks or in

areas of massive igneous rocks but may be seen on folded or complexly

metamorphosed rocks, particularly when imposed upon them by superposision.

(60)

Another, parallel patterns are usually found where there are pronounced

slope or structural control which lead to regular spacing of parallel or

near-parallel streams. In rectangular drainage patterns, both main stream and its

tributaries display right-angle bends. They reflect control exerted by joint or fault

systems. Furthermore, trellis pattern display system of subparallel streams which

constitute characteristics of folded and strong steepnes area. Whereas radial

pattern have streams diverging from a central elevated tract. They developes on

domes, volcanic cones, and various other types os isolated conical or subconical

hills.

Figure 3.7. Types of drainage patterns (Thornbury, 1969)

Radial pattern Parallel pattern

(61)

3.7 Geological Hazard Sensitive Area Map

The Geological Hazard Sensitive Area Map will be produced by

intersections between Land Stability Risk Zone, Rock Type Risk Zone and

Slope Stability Risk Zone Maps named Risk Zone Map. Finally Settlement

Area Map is overlaid under the risk zone map. Importantly, the result from

(62)

IV. RESULT AND DISCUSSION

4.1 Settlement Area

Settlement area was extracted from Landsat 7 ETM+ data which is recorded

in year 2001.

Classification method being used is ISOCLASS Unsupervised

Classification with the result showed on Figure 4.1. Cause of the limitation of

spatial resolution in Landsat imagery which is 1 pixel represents area around 30

m2, it is quite difficult to distinguish between settlement area and open land. Thus,

the interpretation of settlement area was regarded from the calculation of

settlement class and open land class. (Appendix 2).

Figure 4.1. Result of unsupervised settlement area over Landsat 7ETM+ Year 2001

(63)

One of many Landsat 7 ETM+ capabilities is used for alteration zone

Gambar

Figure 2.2. A. Geology structure interpretation on satellite image (SRTM) of researcharea, showing the direction of earth surface movement occurrence processes of fault and slip; (Middle) Elastic energy will assembled within(strike-slip fault)
Figure 2.5. Volcanism and Plate Tectonic (Source: Montgomery, 1991, page: 180)
Figure 2.8. Research area (Landsat TM Path/Row: 122/65)
Table 2.1. Study area of Research
+7

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