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  <front>
    <journal-meta>
<journal-id journal-id-type="publisher">NHESS</journal-id>
<journal-title-group>
<journal-title>Natural Hazards and Earth System Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">NHESS</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Nat. Hazards Earth Syst. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1684-9981</issn>
<publisher><publisher-name>Copernicus Publications</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>

    <article-meta>
      <article-id pub-id-type="doi">10.5194/nhess-17-1285-2017</article-id><title-group><article-title>Application of Landsat-8 and ALOS-2 data for structural <?xmltex \hack{\newline}?> and landslide hazard mapping in Kelantan, Malaysia</article-title>
      </title-group><?xmltex \runningtitle{Application of Landsat-8 and ALOS-2 data for structural mapping in Kelantan}?><?xmltex \runningauthor{A.~B.~Pour and M.~Hashim}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Pour</surname><given-names>Amin Beiranvand</given-names></name>
          <email>beiranvand.amin80@gmail.com</email><email>a.beiranvand@utm.my</email>
        </contrib>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Hashim</surname><given-names>Mazlan</given-names></name>
          <email>mazlanhashim@utm.my</email>
        <ext-link>https://orcid.org/0000-0001-8284-3332</ext-link></contrib>
        <aff id="aff1"><institution>Geoscience and Digital Earth Centre (INSTeG), Universiti Teknologi Malaysia, Johor Bahru, UTM Skudai, 81310, Malaysia</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Amin Beiranvand Pour (beiranvand.amin80@gmail.com, a.beiranvand@utm.my) and Mazlan Hashim (mazlanhashim@utm.my)</corresp></author-notes><pub-date><day>28</day><month>July</month><year>2017</year></pub-date>
      
      <volume>17</volume>
      <issue>7</issue>
      <fpage>1285</fpage><lpage>1303</lpage>
      <history>
        <date date-type="received"><day>28</day><month>May</month><year>2016</year></date>
           <date date-type="rev-request"><day>4</day><month>July</month><year>2016</year></date>
           <date date-type="rev-recd"><day>18</day><month>December</month><year>2016</year></date>
           <date date-type="accepted"><day>4</day><month>July</month><year>2017</year></date>
      </history>
      <permissions>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
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      <abstract>
    <p>Identification of high potential risk and susceptible zones for natural
hazards of geological origin is one of the most important applications of
advanced remote sensing technology. Yearly, several landslides occur during
heavy monsoon rainfall in Kelantan River basin, Peninsular Malaysia.
Flooding and subsequent landslide occurrences generated significant damage to
livestock, agricultural produce, homes and businesses in the Kelantan River
basin. In this study,  remote sensing data from the recently launched Landsat-8 and Phased Array type
L-band Synthetic Aperture Radar-2 (PALSAR-2) on board the Advanced Land
Observing Satellite-2 (ALOS-2) were used to map
geologic structural and topographical features in the Kelantan River basin
for identification of high potential risk and susceptible zones for
landslides and flooding areas. The data were processed for a comprehensive
analysis of major geological structures and detailed characterizations of
lineaments, drainage patterns and lithology at both regional and district
scales. The analytical hierarchy process (AHP) approach was used for landslide
susceptibility mapping. Several factors such as slope, aspect, soil,
lithology, normalized difference vegetation index (NDVI), land cover,
distance to drainage, precipitation, distance to fault and distance to the
road were extracted from remote sensing satellite data and fieldwork to
apply the AHP approach. Directional convolution filters were applied to ALOS-2
data for identifying linear features in particular directions and edge
enhancement in the spatial domain. Results indicate that lineament
occurrence at regional scale was mainly linked to the N–S trending of the
Bentong–Raub Suture Zone (BRSZ) in the west and Lebir Fault Zone in the east
of the Kelantan state. The combination of different polarization channels
produced image maps that contain important information related to water bodies,
wetlands and lithological units. The N–S, NE–SW and NNE–SSW lineament trends
and dendritic, sub-dendritic and rectangular drainage patterns were detected
in the Kelantan River basin. The analysis of field investigation data
indicates that many of flooded areas were associated with high potential
risk zones for hydrogeological hazards such as wetlands, urban areas,
floodplain scroll, meander bend, dendritic and sub-dendritic drainage
patterns, which are located in flat topographic regions. Numerous landslide
points were located in a rectangular drainage system that is associated with a
topographic slope of metamorphic and quaternary rock units. Consequently,
structural and topographical geology maps were produced for Kelantan River
basin using PALSAR-2 data, which could be broadly applicable for landslide
hazard mapping and identification of high potential risk zone for
hydrogeological hazards. Geohazard mitigation programs could be conducted
in the landslide recurrence regions and flooded areas to reduce natural
catastrophes leading to loss of life and financial investments  in the
Kelantan River basin. In this investigation, Landsat-8 and ALOS-2 have
proven to successfully provide advanced Earth observation satellite  data for
disaster monitoring in tropical environments.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

      <?xmltex \floatpos{t}?><fig id="Ch1.F1"><caption><p>Location of the Kelantan state in Peninsular Malaysia.</p></caption>
      <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f01.png"/>

    </fig>

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p>The state of Kelantan is located in the northeastern corner of Peninsular
Malaysia (Fig. 1). Yearly, several landslides occur during heavy monsoon
rainfall in Kelantan River basin. In recent years, in particular, there have
been many severe flooding events (in the year 2005, 2006, 2007, 2008, 2009,
2014 and 2015) which have led to significant damage to livestock,
agricultural production, homes and businesses in the Kelantan River basin
(Pradhan, 2009; Pradhan et al., 2009; Pradhan and Youssef, 2011; Tehrany et
al., 2013; Nazaruddin et al., 2014). The problem stems from the
inappropriate use of lands that are vulnerable to erosion, quick water
runoff and slope failure. Two distinct wet seasons from September to
December and February to May are reported by the Malaysian Meteorological
Department (MMD) in Peninsular Malaysia (Mardiana et al., 2000). A flood
episode in December 2014 caused several landslides, one of which occurred for each kilometer of the area of Kelantan state. Mapping landslides
in tropical environments is difficult because landscapes are generally
covered by thick tropical rainforest (Plank et al., 2016). In addition, the
cloudy weather and rain affected the quality of the optical satellite remote
sensing data (Melgani, 2006; Ju and Roy 2008; Ramli et al., 2009; Hashim et
al., 2013; Razak et al., 2013; Eckardt et al., 2013; Shahabi and Hashim,
2015). The main target of this investigation is to identify high potential
risk and susceptible zones in the Kelantan River basin for mapping landslide
occurrence zone using satellite remote sensing technology and geographic
information system (GIS) techniques.</p>
      <p>Advances in remote sensing technology allow the application of synthetic
aperture radar (SAR) data in the geological structural analysis for tropical
environments (Shimada and Isoguchi, 2002; Morelli and Piana, 2006; Ramli et
al., 2009; Pour and Hashim, 2014, 2015a, b; Pour et al., 2013, 2014). Structural field
mapping is often difficult in heavily vegetated terrain. This is the case
with the study area where dense vegetation cover, deep weathering and
scarcity of bedrock exposure hamper geological structure mapping over a
long distance. In addition, the use of optical remote sensing data is
limited due to the persistent cloud coverage of the study area for the most
part of the year (Ramli et al., 2009; Hashim et al., 2013). SAR data contain
the
potential to penetrate cloud and vegetation and unlike the optical data are
dependent upon the surface roughness of the materials, ideally suited to
mapping lineaments (faults and fractures) in tropical environments.
Lineaments are related to large structural fractures, which represent zones
of weakness in the brittle part of the lithosphere. The presence of linear
tectonic structures is one of the most important factors in geological hazard
occurrences (Bannert, 2000a, b). Lineaments are represented by faults (linear
features), lithological contacts between rock units and drainage patterns in
any area (van der Pluijm and Marshak, 1997). Observation from satellite
images (Landsat Thematic Mapper) in the Himalayan Mountains of Nepal and
China revealed a clear connection between active faults, associated with
earthquakes and the occurrence of large landslides (Bannert, 2000a, b).
Therefore, delineation of faults and fractures using advanced remote sensing
technology in any region is a necessity to assess the potential for many
natural geological hazards. Numerous investigations have used faults,
drainage patterns and lithology factors as important factors to measure and
map the susceptibility of geological hazard (Guzzetti et al., 1999; Dai and
Lee, 2002; Suzen and Doyuran, 2004; Abdullah et al., 2013).</p>
      <p>Landsat-8 was launched on 4 February 2013, carrying the Operational Land
Imager (OLI) and the Thermal Infrared Sensor (TIRS) sensors. These two
instruments collect image data for nine visible, near-infrared, shortwave
infrared bands and two longwave thermal bands (Irons et al., 2012). They
have a high signal-to-noise radiometer performance, enabling 12 bit
quantization of data allowing for more bits for better land cover
characterization by sharper color contrast. Landsat-8 provides
moderate-resolution imagery, from 15 to 100 m of Earth's surface and polar regions
(Roy et al., 2014).</p>
      <p>The Advanced Land Observing Satellite-2 (ALOS-2) was launched on 24 May 2014,
as the successor of ALOS-1 (launched on 24 January 2006 and
decommissioned in May 2011) (<uri>http://global.jaxa.jp/press/2014/05/20140524_daichi2.html</uri>;
Blau, 2014). The ALOS-2 is exclusively installed with the Phased Array type
L-band Synthetic Aperture Radar-2 (PALSAR-2) using microwaves to maximized
its ability compare to the ALOS-1, on which three sensors (one microwave and
two optical devices) were on board (Igarashi, 2001; Suzuki et al., 2012).</p>
      <p><?xmltex \hack{\newpage}?>In particular, L-band microwaves from PALSAR-2 have the ability to penetrate
vegetation due to relatively long wavelengths (about 24 cm), making the data
particularly useful for geological structural mapping in tropical
environments (Igarashi, 2001; Rosenqvist et al., 2004; ERSDAC, 2006; Arikawa
et al., 2010; Yamamoto et al., 2013; Pour and Hashim, 2014, 2015a, b; Pour et al.,
2013, 2014; Shimada et al., 2015). The wavelength of the L band is relatively
long among microwaves (C-band is about 6 cm and X-band is about 3 cm), allowing
it to travel all the way down to the ground through vegetation (Woodhouse,
2006). Not only can information be obtained about vegetation but
information of the ground surface can be obtained as well. Additionally,
the L band is less affected by the growth of vegetation, which is useful for SAR
interference analysis (interferometry). Therefore, the L band is capable of
acquiring changes on the land more precisely compared to shorter wavelength
SAR when some diastrophism takes place due to an earthquake or volcanic
activity and floods or landslides caused by a natural disaster (Suzuki,
2014). Accordingly, a further increase in the amount of information for
geological structural mapping could be derived from the recently launched
PALSAR-2 data. Analysis of the data can provide completely new insights into
heavily vegetated areas threatened by natural hazards of geological origin.
Consequently, the advanced SAR remote sensing data are broadly applicable
for geoenvironmental research to identify the causes of natural disasters
and point the way to rehabilitation measures, especially in tropical environments.</p>
      <p>In this investigation, multitemporal Landsat-8, the PALSAR-2 data and GIS techniques were
integrated to detect and map landslide occurrence zones in the Kelantan
state following  massive rainfall in December 2014. The specific
objectives that drive this investigation are (i) to identify high potential
risk and susceptible zones for geological origin hazards using the recently
launched ALOS-2 PALSAR-2
remote sensing data in the Kelantan River basin at regional and
district scales; (ii) to produce accurate geological structure and
topographical maps for the Kelantan River basin using Landsat-8 and PALSAR-2
data; and (iii) to compare the detected high potential risk and susceptible
zones with highly damaged areas from recent flooding events in the Kelantan River basin.</p>
      <p>The remainder of this paper is organized as follows. Section 2 briefly
reviews geology of the Kelantan state. Section 3 explains the
characteristics of satellite remote sensing data and their applications in
landslide mapping and methodology used in the study. Section 4 describes
results and discussion. Finally, Sect. 5 concludes with some accomplishments.</p>
</sec>
<sec id="Ch1.S2">
  <title>Geology of the study area</title>
      <p>Peninsular Malaysia forms an integral part of the Southeast Asian
continental core of Sundaland and comprises two tectonic blocks/terranes,
the Sibumasu Terrane in the west and the Sukhothai Arc in the east, which
were assembled by the Late Triassic (Metcalfe, 2013a, b). The state of
Kelantan is located in the northeastern corner of Peninsular Malaysia
(Fig. 1). Kelantan River is the major river in the region. It appears at the
convergence of the Galas River and Lebir River near Kuala Kari and meanders
over the coastal plain until it finally degrades into the South China Sea.
Kelantan River basin covers 923 km<inline-formula><mml:math id="M1" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>, which is about 85 % of the
Kelantan state's surface area. It is composed of the flat slope to
moderately sloping areas in the northern part and steep scraps and high
slopes in the southern part of the river basin (Pradhan et al., 2009). A
wide variety of rocks consisting of igneous, sedimentary and metamorphic
rocks are distributed in a north–south trend in the Kelantan state.
Typically, four types of rocks are classified in the region, including
granitic rocks, sedimentary/metasedimentary rocks, extrusive rocks (volcanic
rocks) and unconsolidated sediments (Fig. 2). Localized geological features
comprise faulting and jointing in the granitic rocks and folding, faulting
and jointing in the sedimentary rocks. Granitic rocks are distributed in the
west (the Main Range granite) and east borders (the Boundary Range granite)
of the state of Kelantan (Rahman and Mohamed, 2001; Department of Minerals
and Geoscience Malaysia, 2003; Heng et al., 2006).</p>
      <p>The Main Range Granite is located in the west of the state, which is
stretched along western Kelantan up to the boundary of Perak and Pahang
states and Thailand  (Fig. 2). The dominant structural trend in
Kelantan is along the N–S to NW–SE direction that derived from post-orogenic
phase (Ghani, 2009). The Main Range Granite is located along the western
margin of the Bentong–Raub Suture Zone (BRSZ) and extends north to Thailand
(Schwartz et al., 1995; Metcalfe, 2000). The north–south-trending
Bentong–Raub Suture (approximately 13 km wide) extends from Thailand through
Raub and Bentong to the east of Malacca, Peninsular Malaysia. The BRSZ is
characterized by a series of parallel topographic north–south-trending
lineaments and the presence of small bodies of mafic to ultramafic rocks
that are commonly serpentinized (Tan, 1996). The Lebir Fault Zone is located
in the eastern part of Kelantan state (Fig. 2), which is one of the major
lineaments in Peninsular Malaysia and considered to be post-Cretaceous and
a sinistral strike-slip fault (Tjia, 1989; Harun, 2002).</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><caption><p>Geologic map of the Kelantan state (modified from Department of Minerals
and Geoscience Malaysia, 2003).</p></caption>
        <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f02.png"/>

      </fig>

      <p>The landscape in the state of Kelantan has been divided into four types: mountainous areas, hilly areas, plain areas and coastal areas
(Unjah et al., 2001; Raj, 2009). Mount Chama (Gunung) is the highest point
(2171 m) in the Kelantan state, located in Gua Musang district in
the western part of the state, near the border of Perak state (Nazaruddin
et al., 2014). Quaternary deposits consist of alluvium deposits or
unconsolidated sediments. Triassic marine siliciclastics, volcaniclastics,
sandstone and limestone are the other sedimentary rocks found in the
Kelantan state (Nazaruddin et al., 2014).</p><?xmltex \hack{\newpage}?>
</sec>
<sec id="Ch1.S3">
  <title>Materials and methods</title>
<sec id="Ch1.S3.SS1">
  <title>Satellite remote sensing data and characteristics</title>
      <p>Landsat-8 and ALOS-2
datasets were used in this study. PALSAR-2 of the ALOS-2 has been
significantly improved from  ALOS-1's PALSAR in all aspects, including
resolution, observation band and time lag for data provision (Arikawa et
al., 2010; Kankaku et al., 2010; Suzuki et al., 2012). ALOS-2 science
capabilities include global environmental monitoring using the time series
PALSAR-2. The research target also covers biospheric, cryospheric and
coastal ocean research as well as disaster mitigation (Shimada, 2013).
PALSAR-2 is a microwave sensor that emits L-band radio waves and receives
their reflection from the ground to acquire information (Suzuki et al.,
2012). It has three observation modes, including (i) Spotlight mode, the
most detailed observation mode with 1 m by 3 m resolution and observation
width of 25 km; (ii) Strip map mode, a high-resolution mode with the choice
of 3 m (ultra fine), 6 m (high sensitivity) or 10 m (fine)  resolution and
observation width of 50 or 70 km; and (iii) ScanSAR mode, a broad area
observation width of 350 km  (nominal) or 490 km (wide)
and resolution of 100 or
60 m (Yamamoto et al., 2013; Shimada et al., 2015). Selection of the
most suitable observation mode and time acquisition of PALSAR-2 data for the
research objectives will maximize the efficiency of geoenvironmental
monitoring works. Two distinct wet seasons from September to December and
February to May are reported by the MMD in
Peninsular Malaysia (Mardiana et al., 2000). Precipitation and soil moisture
variations have an influence on detailed geologic lineament analysis using
microwave signal. SAR data are highly sensitive to the water content in the
soil because of large contrast between dielectric properties of water and
dry soil (Eagleman and Lin, 1976; Jackson and Schmugge, 1989; Lacava et al.,
2005). Hence, SAR data acquired during dry seasons contain more useful
information for detailed geological structural mapping in tropical environments.</p>
      <p>The ScanSAR observation mode has 60 m resolution and 490 km swath width
(wide mode), and the fine observation mode contains data with 10 m
resolution and 70 km swath width. Dual polarization for the both data
includes HH <inline-formula><mml:math id="M2" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HV polarization images (HH is horizontally transmitted and
horizontally received; HV is horizontally transmitted and vertically
received). HV channel is a channel that transmits a vibrating wave in a
horizontal direction against the ground (H) and receives it vertically (V).
It is expected to acquire more detailed observation data on the ground.
Particularly, HV channel (cross polarization) in the ScanSAR and fine
observation modes increase the amount of information extraction for
geological structural mapping at both regional and districts scales (Pour
and Hashim, 2015a, b). HV polarization is more suitable for lineament
extraction and edge enhancement in tropical environments than other
polarization channels, because cross polarization is more sensitive to
lineament and also enhances penetration (Henderson and Lewis, 1998; Pour and
Hashim, 2015a, b). Penetration is proportional to wavelength, and
cross polarization also enhances penetration (Henderson and Lewis, 1998).
Therefore, HV polarization channel records more geological features that
are covered by dense vegetation. In the level 3.1 product of PALSAR-2, image
quality corrections (noise reduction and dynamic range compression) are
performed to level 1.5  PALSAR-2 data. It should be noted that level 1.5
PALSAR-2 data contain the following characteristics: (i) range and
multi-look azimuth compressed data are represented by amplitude data,
(ii) range coordinate is converted from slant range to ground range and
(iii) map projection is also performed (Japan Aerospace Exploration Agency, 2014).
The positioning accuracy of PALSAR-2 data is excellent and it does not
always require the field survey to modify the positioning accuracy. So, it
can reduce the map production time and contribute to cost reduction as well
(Shimada et al., 2015).</p>
      <p>Two level 1T (terrain-corrected) Landsat-8 OLI images were obtained
through the US Geological Survey Earth Resources Observation and Science
Center (<uri>http://earthexplorer.usgs.gov</uri>). The image data
(LC81270562014339LGN00 and LC81270562015070LGN00) (path/row 127/56) were
acquired on 5 December 2014 (before the flooding event) and 11 March 2015
(after the flooding event) with low cloud cover. The image data cover four
river basins in Kelantan, including Sungai Golok (103 918.37 ha),
Sungai Kelantan (1 308 690.95 ha), Sungai Kemasin (30 927.82 ha)
and Sungai Semerak (59 076.48 ha).</p>
      <p>In this investigation, a ScanSAR-mode dual polarization (level 3.1; acquired
on 6 February 2015) and two fine-mode dual polarization (level 3.1; acquired
on 6 February 2015) PALSAR-2 scenes were obtained from ALOS-2 data
distribution consortium online system Remote Sensing Technology Center of
Japan (RESTEC) (<uri>http://www.restec.or.jp/english/index.html</uri>) and PASCO
Corporation (<uri>http://en.alos-pasco.com; https://satpf.jp/</uri>) for comprehensive
analysis of major geological structures and detailed characterizations of
lineaments in the state of Kelantan. The data were processed using the ENVI
(Environment for Visualizing Images) version 5.2 and ArcGIS version 10.3 software packages.</p><?xmltex \hack{\vspace*{2mm}}?>
</sec>
<sec id="Ch1.S3.SS2">
  <title>Methods</title>
      <p><?xmltex \hack{\vspace*{2mm}}?>Atmospheric correction was applied by Fast Line-of-sight Atmospheric
Analysis of the Spectral Hypercubes (FLAASH) algorithm on Landsat-8 OLI
images. This algorithm contains the standard MODTRAN model atmospheres,
which has standard column water vapor amounts for each model atmosphere.
Moreover, scene and sensor information (solar zenith angle, satellite view
angle and relative azimuth angle between the satellite and the sun) and the
aerosol model are considered for running the algorithm (Thome et al., 1998).</p>
      <p>Lineaments in remote sensing images have topographic relief and are often a
surface expression of 3-D geological structures in the subsurface.
Lineaments, associated with brittle and ductile deformation zones, appear as
rectilinear and curvilinear patterns in remotely sensed images. Detailed
extraction of lineaments helps in reconstructing the tectonic history of a
region (Clark and Wilson, 1994). Geological lineament features are
attributed to paleotectonic and/or neotectonic activity of a region. The
use of remote sensing data in delineation of tectonically significant
lineaments has been demonstrated in many geological settings (Raharimahefa
and Kusky, 2007, 2009; Amri et al., 2011; Hashim et al., 2013; Hamimi et
al., 2014; Pour and Hashim, 2014, 2015a, b; Pour et al., 2014).</p>
      <p>Spatial transforms provide reliable and robust image processing techniques
to extract the spatial information from remote sensing data. The techniques
help to maximize clarity, sharpness and details of features of interest
towards information extraction and further analysis. Spatial convolution
filtering is based primarily on the use of convolution masks. This
flexibility makes convolution one of the most useful tools in image
processing. The procedure could be used to enhance low- and high-frequency
details, as well as edges in the imagery (Haralick et al., 1987; Jensen,
2005; Schowengerdt, 2007). Linear features are formed by edges of remotely
sensed images. Some linear features occur as narrow lines against a
background of contrasting brightness; others are the linear contact between
adjacent areas of different brightness. Edge enhancement delineates these
edges and makes the shapes and details comprising the image more conspicuous
and easier to analyze (Jensen, 2005). It can be used in geological
applications to highlight rectilinear and curvilinear patterns in remote sensing images.</p>
      <p>Systematic image processing techniques were implemented in the PALSAR-2 data
for geological structures and lineament mapping at both regional and
district scales in the state of Kelantan. It is necessary to treat the
speckle in radar images by filtering before it can be used in various
applications (Sheng and Xia, 1996). The presence of speckle in radar images
reduces the detectability of ground targets, obscures the spatial patterns of
surface features and decreases the accuracy of automated image
classification (Lee and Jurkevich, 1994; Sveinsson and Benediktsson, 1996).
However, image quality corrections (noise reduction) have been already
applied to level 3.1 product of PALSAR-2, but some speckles (salt and pepper
noise) could still be  seen in the images. In this study, the median spatial
convolution filter was used for noise removal and smoothing the PALSAR-2
images. The median filter is a particularly useful statistical filter in the
spatial domain, which effectively remove speckle (salt and pepper noise) in
radar images without eliminating fine details (Russ, 2002; Research Systems,
Inc., 2008). The median operation has the effect of excluding pixels that do
not fit the typical statistics of the local neighborhood, i.e., outliers.
Isolated noise pixels can, therefore, be removed with a median filter
(Schowengerdt, 2007). The median filter is especially useful for removing
shot noise (pixel values with no relation to the image scene) and has
certain advantages, such not shifting boundaries and minimal
degradation to edges (Eliason and McEwen, 1990; Russ, 2002; Jensen, 2005).
In this study, a 3 <inline-formula><mml:math id="M3" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 3 neighborhood convolution mask (kernel) was applied to the
PALSAR images. Image Add Back value was entered at 60 %. The Image Add Back
value is the percentage of the original image that is included in the final
output image. This part of the original image preserves the spatial context
and is typically done to sharpen an image.</p>
      <p>The directional nature of geological lineaments accentuates the need for
directional filtering to obtain maximum structural mapping efficacy. Edge
enhancing filter highlights any changes of gradient within the image
features such as structural lines (Tripathi and Gokhale, 2000). A linear
filter is calculated in the spatial domain as a weighted sum of pixels
within the moving window. This discrete convolution between the input image <inline-formula><mml:math id="M4" display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula>
and the window response function <inline-formula><mml:math id="M5" display="inline"><mml:mi>w</mml:mi></mml:math></inline-formula>, both of size <inline-formula><mml:math id="M6" display="inline"><mml:mrow><mml:msub><mml:mi>N</mml:mi><mml:mi>X</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> <inline-formula><mml:math id="M7" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> <inline-formula><mml:math id="M8" display="inline"><mml:mrow><mml:msub><mml:mi>N</mml:mi><mml:mi>Y</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>, is written
mathematically for the output pixel <italic>gij</italic> as

                <disp-formula id="Ch1.E1" content-type="numbered"><mml:math id="M9" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>g</mml:mi><mml:mi>i</mml:mi><mml:mi>j</mml:mi><mml:mo>=</mml:mo><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>m</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow><mml:mrow><mml:msub><mml:mi>N</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:munderover><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>n</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow><mml:mrow><mml:msub><mml:mi>N</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:munderover><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>w</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mo>-</mml:mo><mml:mi>m</mml:mi><mml:mi>j</mml:mi><mml:mo>-</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math></disp-formula>

          and expressed symbolically in the convenient form of

                <disp-formula id="Ch1.E2" content-type="numbered"><mml:math id="M10" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>g</mml:mi><mml:mo>=</mml:mo><mml:mi>f</mml:mi><mml:mo>⋅</mml:mo><mml:mi>w</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

          Since the nonzero extent of the window is typically much smaller than the
image, the sum in Eq. (1) does not have to be over every pixel. If the window
is <inline-formula><mml:math id="M11" display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mi>x</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> <inline-formula><mml:math id="M12" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> <inline-formula><mml:math id="M13" display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mi>y</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> pixels, we can write an alternate expression:

                <disp-formula id="Ch1.E3" content-type="numbered"><mml:math id="M14" display="block"><mml:mstyle class="stylechange" displaystyle="true"/><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi>g</mml:mi><mml:mi>i</mml:mi><mml:mi>j</mml:mi><mml:mo>=</mml:mo><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>m</mml:mi><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi>W</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow><mml:mrow><mml:mi>i</mml:mi><mml:mo>+</mml:mo><mml:msub><mml:mi>W</mml:mi><mml:mi>y</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:munderover><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>n</mml:mi><mml:mo>=</mml:mo><mml:mi>j</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi>W</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow><mml:mrow><mml:mi>j</mml:mi><mml:mo>+</mml:mo><mml:msub><mml:mi>W</mml:mi><mml:mi>x</mml:mi></mml:msub><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:munderover><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mi>m</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>w</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mo>-</mml:mo><mml:mi>m</mml:mi><mml:mi>j</mml:mi><mml:mo>-</mml:mo><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

          where <inline-formula><mml:math id="M15" display="inline"><mml:mi>w</mml:mi></mml:math></inline-formula> is centered at (0, 0) and is nonzero over <inline-formula><mml:math id="M16" display="inline"><mml:mrow><mml:mo>±</mml:mo><mml:msub><mml:mi>w</mml:mi><mml:mrow><mml:mi>x</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math id="M17" display="inline"><mml:mrow><mml:mo>±</mml:mo><mml:msubsup><mml:mi>w</mml:mi><mml:mrow><mml:mi>x</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:math></inline-formula>. In this form,
we can clearly see that the output pixel is a weighted sum of pixels within
a neighborhood of the input pixel. The distinguishing characteristic of a
linear filter is the principle of superposition, which states that the
output of the filter for a sum of two or more inputs is equal to the sum of
the individual outputs that would be produced by each input separately. This
is achieved with a convolution because  Eq. (2) is a linear weighted sum
of the input pixels. Furthermore, the filter is shift-invariant if the
weights do not change as the window moves across the image (Schowengerdt, 2007).</p>
      <p>Directional filters are used to enhance specific linear trends in an image.
A typical directional filter consists of two kernels, each of which is an
array of three by three pixels. The left kernel is multiplied by the <inline-formula><mml:math id="M18" display="inline"><mml:mrow><mml:mi>cos⁡</mml:mi><mml:mi>A</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math id="M19" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> is the
angle, relative to the north, of the linear direction to be enhanced. The
right kernel is multiplied by <inline-formula><mml:math id="M20" display="inline"><mml:mrow><mml:mi>sin⁡</mml:mi><mml:mi>A</mml:mi></mml:mrow></mml:math></inline-formula>. Angles in the northeastern quadrant are considered
negative; angles in the northwestern quadrant are positive. The filter can be
demonstrated by applying it to a dataset in which a brighter area is
separated from a darker area along a total lineament that trends northeast
(<inline-formula><mml:math id="M21" display="inline"><mml:mi>A</mml:mi></mml:math></inline-formula> <inline-formula><mml:math id="M22" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> <inline-formula><mml:math id="M23" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>45<inline-formula><mml:math id="M24" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>) (Carr, 1995; Sabins, 1996; Vincent, 1997; Research Systems, Inc., 2008).</p>
      <p>In this study, for identifying linear features in particular directions and
edge enhancement in the spatial domain, directional convolution filters were
applied to the median resultant image. Directional filtering technique is a
straightforward method for extracting edges in the spatial domain that
approximate the first derivative between two adjacent pixels. The algorithm
produces the first difference of the image input in the horizontal,
vertical and diagonal directions (Haralick et al., 1987; Carr, 1995;
Sabins, 1996; Vincent, 1997; Jensen, 2005). As a result, many additional
edges of diverse orientations are enhanced (Richard and Jia, 1999). The
edges appear as a plastic shaded-relief format (embossing) in the image
because of the 3-D impression conveyed by the filtering (Schowengerdt,
2007). The directional filter is used for producing artificial effects
suggesting tectonically controlled linear features (Pour and Hashim, 2015a, b).</p>
      <p>Directional filters were used to enhance specific linear trends in the
median resultant image. Four principal directional filters, N–S, E–W, NE–SW
and NW–SE with 5 <inline-formula><mml:math id="M25" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 5 and 7 <inline-formula><mml:math id="M26" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 7 kernel sizes, were applied to ScanSAR and fine
scenes, respectively. A 5 <inline-formula><mml:math id="M27" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 5 kernel matrix was selected for ScanSAR scene to
enhance rough/smooth and semi-rough features at a regional scale in the
northern part of Peninsular Malaysia. A 7 <inline-formula><mml:math id="M28" display="inline"><mml:mo>×</mml:mo></mml:math></inline-formula> 7 kernel matrix was applied to fine
scenes for enhancing semi-smooth and smooth/rough features at district scale
in the Kelantan state (Chavez and Bauer, 1982; Jensen, 2005). Directional
filter angles were adjusted as N–S (0<inline-formula><mml:math id="M29" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>), E–W (90<inline-formula><mml:math id="M30" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>), NE–SW
(45<inline-formula><mml:math id="M31" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)
and NW–SE (135<inline-formula><mml:math id="M32" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>). North (up) is 0<inline-formula><mml:math id="M33" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> and the other angles are
measured in a counterclockwise direction. An Image Add Back value of 60 % was entered.</p>
      <p>Landslide is triggered by two forces, namely “precondition factors” that
govern the slope stability and  “preparatory and triggering factors”
(Komac, 2006). In this study, landslides caused by heavy flooding episodes
in the Kelantan state in December 2014 were reported as (i) a large-scale landslide (<inline-formula><mml:math id="M34" display="inline"><mml:mo>&gt;</mml:mo></mml:math></inline-formula> 300 m<inline-formula><mml:math id="M35" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>) that could be detected by satellite
remote sensing data and (ii) a small-scale landslide (<inline-formula><mml:math id="M36" display="inline"><mml:mo>&lt;</mml:mo></mml:math></inline-formula> 300 m<inline-formula><mml:math id="M37" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)
that measured and determined during a scientific expedition in the Kelantan
River basin between 20 and 25 January 2015. Data collection in landslide-affected zones and flooded areas has been done by Global Positioning System (GPS)
surveying. GPS surveying was carried out in the Tanah Merah, Machang,
Jeli, Kuala Krai and Gua Musang districts in the Kelantan River basin using
a Garmin<sup>®</sup> MONTERRA<sup>®</sup>
with an average accuracy 5 m in 453 landslide-affected location points.
These locations were recorded in a forest, rubber trees, bushes (degraded forest),
mixed crops, oil palm, cleared land, urban area and agriculture lands.</p>
      <p>In the Landsat-8 OLI images, landslides were determined by tracking changes
in vegetation pixel data using Landsat-8 images acquired before and after
flooding. The normalized difference vegetation index (NDVI) was calculated using
infrared and red bands of Landsat-8 datasets.

                <disp-formula id="Ch1.E4" content-type="numbered"><mml:math id="M38" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle displaystyle="true" class="stylechange"/><?xmltex \hack{\hbox\bgroup\fontsize{8.5}{8.5}\selectfont$\displaystyle}?><mml:msub><mml:mi mathvariant="normal">NDVI</mml:mi><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mfenced close=")" open="("><mml:mi mathvariant="normal">Band</mml:mi><mml:msub><mml:mn mathvariant="normal">5</mml:mn><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub><mml:mo>-</mml:mo><mml:mi mathvariant="normal">Band</mml:mi><mml:msub><mml:mn mathvariant="normal">4</mml:mn><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub></mml:mfenced><mml:mo>/</mml:mo><mml:mfenced close=")" open="("><mml:mi mathvariant="normal">Band</mml:mi><mml:msub><mml:mn mathvariant="normal">5</mml:mn><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub><mml:mo>+</mml:mo><mml:mi mathvariant="normal">Band</mml:mi><mml:msub><mml:mn mathvariant="normal">4</mml:mn><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub></mml:mfenced><?xmltex \hack{$\egroup}?><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

          where Band5<inline-formula><mml:math id="M39" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub></mml:math></inline-formula> is reflectance unit of near-infrared-band Landsat-8 OLI and
Band4<inline-formula><mml:math id="M40" display="inline"><mml:msub><mml:mi/><mml:mi mathvariant="normal">OLI</mml:mi></mml:msub></mml:math></inline-formula> is reflectance unit of red-band Landsat-8 OLI.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T1" specific-use="star"><caption><p>Pair-wise comparison matrix for each input of AHP.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="11">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="center"/>
     <oasis:colspec colnum="3" colname="col3" align="center"/>
     <oasis:colspec colnum="4" colname="col4" align="center"/>
     <oasis:colspec colnum="5" colname="col5" align="center"/>
     <oasis:colspec colnum="6" colname="col6" align="center"/>
     <oasis:colspec colnum="7" colname="col7" align="center"/>
     <oasis:colspec colnum="8" colname="col8" align="center"/>
     <oasis:colspec colnum="9" colname="col9" align="center"/>
     <oasis:colspec colnum="10" colname="col10" align="center"/>
     <oasis:colspec colnum="11" colname="col11" align="center"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">Factor</oasis:entry>  
         <oasis:entry colname="col2">Slope</oasis:entry>  
         <oasis:entry colname="col3">Aspect</oasis:entry>  
         <oasis:entry colname="col4">Soil</oasis:entry>  
         <oasis:entry colname="col5">Lithology</oasis:entry>  
         <oasis:entry colname="col6">NDVI</oasis:entry>  
         <oasis:entry colname="col7">Land</oasis:entry>  
         <oasis:entry colname="col8">Precipitation</oasis:entry>  
         <oasis:entry colname="col9">Distance to</oasis:entry>  
         <oasis:entry colname="col10">Distance to</oasis:entry>  
         <oasis:entry colname="col11">Distance to</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3"/>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>  
         <oasis:entry colname="col7">cover</oasis:entry>  
         <oasis:entry colname="col8"/>  
         <oasis:entry colname="col9">road</oasis:entry>  
         <oasis:entry colname="col10">river</oasis:entry>  
         <oasis:entry colname="col11">fault</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">Slope</oasis:entry>  
         <oasis:entry colname="col2">0.032</oasis:entry>  
         <oasis:entry colname="col3">0.031</oasis:entry>  
         <oasis:entry colname="col4">0.029</oasis:entry>  
         <oasis:entry colname="col5">0.018</oasis:entry>  
         <oasis:entry colname="col6">0.030</oasis:entry>  
         <oasis:entry colname="col7">0.034</oasis:entry>  
         <oasis:entry colname="col8">0.023</oasis:entry>  
         <oasis:entry colname="col9">0.060</oasis:entry>  
         <oasis:entry colname="col10">0.014</oasis:entry>  
         <oasis:entry colname="col11">0.014</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Aspect</oasis:entry>  
         <oasis:entry colname="col2">0.032</oasis:entry>  
         <oasis:entry colname="col3">0.031</oasis:entry>  
         <oasis:entry colname="col4">0.036</oasis:entry>  
         <oasis:entry colname="col5">0.070</oasis:entry>  
         <oasis:entry colname="col6">0.030</oasis:entry>  
         <oasis:entry colname="col7">0.021</oasis:entry>  
         <oasis:entry colname="col8">0.015</oasis:entry>  
         <oasis:entry colname="col9">0.050</oasis:entry>  
         <oasis:entry colname="col10">0.014</oasis:entry>  
         <oasis:entry colname="col11">0.014</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Soil</oasis:entry>  
         <oasis:entry colname="col2">0.161</oasis:entry>  
         <oasis:entry colname="col3">0.123</oasis:entry>  
         <oasis:entry colname="col4">0.145</oasis:entry>  
         <oasis:entry colname="col5">0.175</oasis:entry>  
         <oasis:entry colname="col6">0.075</oasis:entry>  
         <oasis:entry colname="col7">0.206</oasis:entry>  
         <oasis:entry colname="col8">0.226</oasis:entry>  
         <oasis:entry colname="col9">0.150</oasis:entry>  
         <oasis:entry colname="col10">0.170</oasis:entry>  
         <oasis:entry colname="col11">0.211</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Lithology</oasis:entry>  
         <oasis:entry colname="col2">0.065</oasis:entry>  
         <oasis:entry colname="col3">0.015</oasis:entry>  
         <oasis:entry colname="col4">0.029</oasis:entry>  
         <oasis:entry colname="col5">0.035</oasis:entry>  
         <oasis:entry colname="col6">0.050</oasis:entry>  
         <oasis:entry colname="col7">0.026</oasis:entry>  
         <oasis:entry colname="col8">0.015</oasis:entry>  
         <oasis:entry colname="col9">0.060</oasis:entry>  
         <oasis:entry colname="col10">0.019</oasis:entry>  
         <oasis:entry colname="col11">0.021</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">NDVI</oasis:entry>  
         <oasis:entry colname="col2">0.161</oasis:entry>  
         <oasis:entry colname="col3">0.154</oasis:entry>  
         <oasis:entry colname="col4">0.291</oasis:entry>  
         <oasis:entry colname="col5">0.105</oasis:entry>  
         <oasis:entry colname="col6">0.150</oasis:entry>  
         <oasis:entry colname="col7">0.206</oasis:entry>  
         <oasis:entry colname="col8">0.090</oasis:entry>  
         <oasis:entry colname="col9">0.100</oasis:entry>  
         <oasis:entry colname="col10">0.226</oasis:entry>  
         <oasis:entry colname="col11">0.211</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Land cover</oasis:entry>  
         <oasis:entry colname="col2">0.097</oasis:entry>  
         <oasis:entry colname="col3">0.154</oasis:entry>  
         <oasis:entry colname="col4">0.073</oasis:entry>  
         <oasis:entry colname="col5">0.140</oasis:entry>  
         <oasis:entry colname="col6">0.075</oasis:entry>  
         <oasis:entry colname="col7">0.103</oasis:entry>  
         <oasis:entry colname="col8">0.135</oasis:entry>  
         <oasis:entry colname="col9">0.100</oasis:entry>  
         <oasis:entry colname="col10">0.170</oasis:entry>  
         <oasis:entry colname="col11">0.169</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Precipitation</oasis:entry>  
         <oasis:entry colname="col2">0.065</oasis:entry>  
         <oasis:entry colname="col3">0.092</oasis:entry>  
         <oasis:entry colname="col4">0.029</oasis:entry>  
         <oasis:entry colname="col5">0.105</oasis:entry>  
         <oasis:entry colname="col6">0.075</oasis:entry>  
         <oasis:entry colname="col7">0.034</oasis:entry>  
         <oasis:entry colname="col8">0.045</oasis:entry>  
         <oasis:entry colname="col9">0.060</oasis:entry>  
         <oasis:entry colname="col10">0.019</oasis:entry>  
         <oasis:entry colname="col11">0.021</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Distance to road</oasis:entry>  
         <oasis:entry colname="col2">0.161</oasis:entry>  
         <oasis:entry colname="col3">0.185</oasis:entry>  
         <oasis:entry colname="col4">0.291</oasis:entry>  
         <oasis:entry colname="col5">0.175</oasis:entry>  
         <oasis:entry colname="col6">0.499</oasis:entry>  
         <oasis:entry colname="col7">0.309</oasis:entry>  
         <oasis:entry colname="col8">0.226</oasis:entry>  
         <oasis:entry colname="col9">0.300</oasis:entry>  
         <oasis:entry colname="col10">0.283</oasis:entry>  
         <oasis:entry colname="col11">0.211</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Distance to river</oasis:entry>  
         <oasis:entry colname="col2">0.129</oasis:entry>  
         <oasis:entry colname="col3">0.123</oasis:entry>  
         <oasis:entry colname="col4">0.048</oasis:entry>  
         <oasis:entry colname="col5">0.105</oasis:entry>  
         <oasis:entry colname="col6">0.037</oasis:entry>  
         <oasis:entry colname="col7">0.034</oasis:entry>  
         <oasis:entry colname="col8">0.135</oasis:entry>  
         <oasis:entry colname="col9">0.060</oasis:entry>  
         <oasis:entry colname="col10">0.057</oasis:entry>  
         <oasis:entry colname="col11">0.085</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Distance to fault</oasis:entry>  
         <oasis:entry colname="col2">0.097</oasis:entry>  
         <oasis:entry colname="col3">0.092</oasis:entry>  
         <oasis:entry colname="col4">0.029</oasis:entry>  
         <oasis:entry colname="col5">0.070</oasis:entry>  
         <oasis:entry colname="col6">0.030</oasis:entry>  
         <oasis:entry colname="col7">0.026</oasis:entry>  
         <oasis:entry colname="col8">0.090</oasis:entry>  
         <oasis:entry colname="col9">0.060</oasis:entry>  
         <oasis:entry colname="col10">0.028</oasis:entry>  
         <oasis:entry colname="col11">0.042</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Sum</oasis:entry>  
         <oasis:entry colname="col2">1.000</oasis:entry>  
         <oasis:entry colname="col3">1.000</oasis:entry>  
         <oasis:entry colname="col4">1.000</oasis:entry>  
         <oasis:entry colname="col5">1.000</oasis:entry>  
         <oasis:entry colname="col6">1.000</oasis:entry>  
         <oasis:entry colname="col7">1.000</oasis:entry>  
         <oasis:entry colname="col8">1.000</oasis:entry>  
         <oasis:entry colname="col9">1.000</oasis:entry>  
         <oasis:entry colname="col10">1.000</oasis:entry>  
         <oasis:entry colname="col11">1.000</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <p>In this investigation, the analytical hierarchy process (AHP) approach was used
for landslide susceptibility mapping (LSM). The AHP is a multi-objective,
multi-criteria decision-making approach that enables the user to arrive at a
scale of preferences drawn from a set of alternatives (Saaty, 1980; Saaty
and Vargas, 1991, 2001). AHP involves building a hierarchy of decision
elements (factors) and then making comparisons between possible pairs in a
matrix to give a weight for each element and also a consistency ratio. It is
based on three principles: decomposition, comparative judgment and synthesis
of priorities (Malczewski, 1999). To apply this approach, it is necessary to
break a complex unstructured problem down into its component factors,
arrange these factors in a hierarchic order, assign numerical values to
subjective judgments on the relative importance of each factor and
synthesize the judgments to determine the priorities to be assigned to these
factors (Saaty and Vargas, 2001; Yalcin, 2008; Yalcin et al., 2011; Choi et al., 2012).</p>
      <p>In this investigation, to  apply the AHP approach, 10 factors – slope,
aspect, soil, lithology, NDVI, land cover, distance to drainage,
precipitation, distance to fault and distance to the road – were extracted
from Landsat-8 images, PALSAR data and fieldwork as shown in Fig. 3.
Comparisons between the 10 factors show that slope, land use type, distance to
the fault line and precipitation intensity are more important than the
others. A scale of numbers is crucial to indicate how many times more
important or dominant one element is over another element with respect to
the criterion or property  to which they are compared. The
relationships between the detected landslide locations and these 10 related
factors were calculated based on AHP procedure and prior knowledge (Tables 1
and 2). The distance between detailed fault line derived from PALSAR-2 data
and all landslides point was computed in ArcMap 10.3 software using Euclidean distance.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T2"><caption><p>Factor weights for each input of AHP.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="2">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="center"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Factors</oasis:entry>  
         <oasis:entry colname="col2">Weight</oasis:entry>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">F1: precipitation</oasis:entry>  
         <oasis:entry colname="col2">0.141</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F2: slope</oasis:entry>  
         <oasis:entry colname="col2">0.123</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F3: soil</oasis:entry>  
         <oasis:entry colname="col2">0.121</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F4: aspect</oasis:entry>  
         <oasis:entry colname="col2">0.102</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F5: lithology</oasis:entry>  
         <oasis:entry colname="col2">0.097</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F6: land cover</oasis:entry>  
         <oasis:entry colname="col2">0.086</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F7: distance to road</oasis:entry>  
         <oasis:entry colname="col2">0.084</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F8: distance to drainage</oasis:entry>  
         <oasis:entry colname="col2">0.081</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F9: NDVI</oasis:entry>  
         <oasis:entry colname="col2">0.073</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">F10: distance to fault</oasis:entry>  
         <oasis:entry colname="col2">0.062</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T3" specific-use="star"><caption><p>Rainfall amount for each district in Kelantan.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="6">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="center"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="right"/>
     <oasis:colspec colnum="6" colname="col6" align="right"/>
     <oasis:thead>
       <oasis:row>  
         <oasis:entry colname="col1">District</oasis:entry>  
         <oasis:entry colname="col2">Width</oasis:entry>  
         <oasis:entry colname="col3">Rainfall</oasis:entry>  
         <oasis:entry colname="col4">Percentage</oasis:entry>  
         <oasis:entry colname="col5">Annual</oasis:entry>  
         <oasis:entry colname="col6">Percentage</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">(km<inline-formula><mml:math id="M41" display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula>)</oasis:entry>  
         <oasis:entry colname="col3">amount</oasis:entry>  
         <oasis:entry colname="col4">of rainfall</oasis:entry>  
         <oasis:entry colname="col5">rainfall</oasis:entry>  
         <oasis:entry colname="col6">of annual</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">during</oasis:entry>  
         <oasis:entry colname="col4">in flood</oasis:entry>  
         <oasis:entry colname="col5">amount</oasis:entry>  
         <oasis:entry colname="col6">rainfall</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">flood</oasis:entry>  
         <oasis:entry colname="col4">episode</oasis:entry>  
         <oasis:entry colname="col5">(mm)</oasis:entry>  
         <oasis:entry colname="col6">(%)</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">episode</oasis:entry>  
         <oasis:entry colname="col4">(%)</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">(mm)</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1">Tumpat</oasis:entry>  
         <oasis:entry colname="col2">169.50</oasis:entry>  
         <oasis:entry colname="col3">1558.70</oasis:entry>  
         <oasis:entry colname="col4">10.44</oasis:entry>  
         <oasis:entry colname="col5">3621.28</oasis:entry>  
         <oasis:entry colname="col6">6.40</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Kota Bharu</oasis:entry>  
         <oasis:entry colname="col2">115.64</oasis:entry>  
         <oasis:entry colname="col3">3054.00</oasis:entry>  
         <oasis:entry colname="col4">20.45</oasis:entry>  
         <oasis:entry colname="col5">1764.10</oasis:entry>  
         <oasis:entry colname="col6">10.75</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Pasir Puteh</oasis:entry>  
         <oasis:entry colname="col2">433.80</oasis:entry>  
         <oasis:entry colname="col3">4783.50</oasis:entry>  
         <oasis:entry colname="col4">32.03</oasis:entry>  
         <oasis:entry colname="col5">1434.72</oasis:entry>  
         <oasis:entry colname="col6">13.55</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Tanah Merah</oasis:entry>  
         <oasis:entry colname="col2">884.14</oasis:entry>  
         <oasis:entry colname="col3">5527.30</oasis:entry>  
         <oasis:entry colname="col4">37.01</oasis:entry>  
         <oasis:entry colname="col5">1996.58</oasis:entry>  
         <oasis:entry colname="col6">15.76</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Jeli</oasis:entry>  
         <oasis:entry colname="col2">1330.48</oasis:entry>  
         <oasis:entry colname="col3">5132.20</oasis:entry>  
         <oasis:entry colname="col4">34.37</oasis:entry>  
         <oasis:entry colname="col5">348.18</oasis:entry>  
         <oasis:entry colname="col6">9.62</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Kuala Krai</oasis:entry>  
         <oasis:entry colname="col2">2329.00</oasis:entry>  
         <oasis:entry colname="col3">3091.10</oasis:entry>  
         <oasis:entry colname="col4">20.70</oasis:entry>  
         <oasis:entry colname="col5">2023.65</oasis:entry>  
         <oasis:entry colname="col6">9.64</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Gua Musang</oasis:entry>  
         <oasis:entry colname="col2">8214.30</oasis:entry>  
         <oasis:entry colname="col3">9584.10</oasis:entry>  
         <oasis:entry colname="col4">64.19</oasis:entry>  
         <oasis:entry colname="col5">922.03</oasis:entry>  
         <oasis:entry colname="col6">24.31</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Machang</oasis:entry>  
         <oasis:entry colname="col2">546.26</oasis:entry>  
         <oasis:entry colname="col3">1469.00</oasis:entry>  
         <oasis:entry colname="col4">9.84</oasis:entry>  
         <oasis:entry colname="col5">1605.00</oasis:entry>  
         <oasis:entry colname="col6">2.33</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Pasir Mas</oasis:entry>  
         <oasis:entry colname="col2">139.00</oasis:entry>  
         <oasis:entry colname="col3">2402.20</oasis:entry>  
         <oasis:entry colname="col4">16.01</oasis:entry>  
         <oasis:entry colname="col5">1407.86</oasis:entry>  
         <oasis:entry colname="col6">9.42</oasis:entry>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3" specific-use="star"><caption><p>List of extracted factors from Landsat-8, PALSAR and fieldwork:
<bold>(a)</bold> slope (degree), <bold>(b)</bold> aspect (degree), <bold>(c)</bold> lithology types, <bold>(d)</bold> landuse type,
<bold>(e)</bold> precipitation (mm), <bold>(f)</bold> NDVI, <bold>(g)</bold> distance to main road, <bold>(h)</bold> distance to main
river (m) and <bold>(i)</bold> distance to fault line (km).</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f03.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F4"><caption><p>RGB color combination (HH, HV and HH <inline-formula><mml:math id="M42" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HV polarization channels)
of PALSAR-2 Scan SAR scene covering the northern part of the Peninsular Malaysia.
Black rectangle shows  the selected area for detailed analysis using fine-mode images of the northern
and southern parts of the Kelantan state in this study.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f04.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F5"><caption><p>ScanSAR HV polarization image of the Kelantan state superimposed by
general topography map.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f05.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F6"><caption><p>ScanSAR image map derived from N–S (0<inline-formula><mml:math id="M43" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>), NE–SW (45<inline-formula><mml:math id="M44" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>)
and NW–SE (135<inline-formula><mml:math id="M45" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>) directional filters for the northern part of the
Peninsular Malaysia. The explanation for the figure: dashed black lines are major
faults; dot-dashed lines are folds and curvilinear; red lines are faults and fractures.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f06.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F7"><caption><p>RGB color composite image of HH, HV and HH <inline-formula><mml:math id="M46" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HV polarization channels
derived from fine-mode merged image of the northern and southern parts of the
Kelantan state.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f07.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F8" specific-use="star"><caption><p>LSM before <bold>(a)</bold> and after <bold>(b)</bold> 2014 flooding episode
in Kelantan state.</p></caption>
          <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f08.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F9"><caption><p>Land use/cover map of the Kelantan state.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f09.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F10"><caption><p>RGB color composite image of HV <inline-formula><mml:math id="M47" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HH, HV/HH and HV polarization
channels derived from fine-mode merged image of the northern and southern parts
of the Kelantan state.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f10.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F11" specific-use="star"><caption><p><bold>(a)</bold> Structural lineament map of the Kelantan state derived from
directional filtering to HV polarization channel. <bold>(b)</bold> Structural and
topographical feature map of the Kelantan River basin.</p></caption>
          <?xmltex \igopts{width=398.338583pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f11.png"/>

        </fig>

      <?xmltex \floatpos{t}?><fig id="Ch1.F12" specific-use="star"><caption><p><bold>(a)</bold> Stock plot of forest density versus area of landslide before
the flood. <bold>(b)</bold> The stock plot of forest density versus area of a landslide
during flood episode.</p></caption>
          <?xmltex \igopts{width=284.527559pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f12.png"/>

        </fig>

      <p>Among selected 10 factors as the input of the AHP approach, it seems that
the excessive rainfall during December 2014 flood episode in the Kelantan is
more significant than
than the other nine parameters. Thus, rainfall analysis was
carried out based on daily precipitation from about 80 stations before and
during December 2014 flood episode in the Kelantan state. Table 3 shows
rainfall amount for each district in Kelantan state. The rainfall analyses
for 452 landslide events were carried out to define the threshold rainfall
intensity triggers landslides to occur. All data from rain gauge were
extracted to obtain the average rainfall intensity of the whole year of 2014
and to compute the anomaly of rainfall amount during the flood episode. The
pre-occurrence of the next landslides could be predicted by determination of
a threshold value of the rainfall intensity in Kelantan that triggers the
slope failure to occur. Most landslide events reported during and after the
flood episode occurred during the rainy season. The relationship between
absolute antecedent rainfall precipitation and landslide occurrence was
studied by using a general methodology for statistical analysis of landslide
induced by rainfall based on the reconstruction of absolute antecedent
precipitations. Equation (2) was used to obtain the spatial distribution of
the
landslide susceptibility map of each class during and before flood episode in Kelantan 2014.

                <disp-formula id="Ch1.E5" content-type="numbered"><mml:math id="M48" display="block"><mml:mstyle displaystyle="true" class="stylechange"/><mml:mrow><mml:mstyle class="stylechange" displaystyle="true"/><mml:mi mathvariant="normal">LSM</mml:mi><mml:mo>=</mml:mo><mml:munderover><mml:mo movablelimits="false">∑</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow><mml:mi>n</mml:mi></mml:munderover><mml:mfenced open="(" close=")"><mml:msub><mml:mi>R</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:msub><mml:mi>W</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>

          where <inline-formula><mml:math id="M49" display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> represents the rating class for each and every layer where
<inline-formula><mml:math id="M50" display="inline"><mml:mrow><mml:msub><mml:mi>W</mml:mi><mml:mi>i</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> is the weight for the landslide factors. After getting the result
of LSM, it is then be divided into five different classes labeled as low
risk (LS), fair risk (FS), medium susceptibility (MS), high risk (HS) and
very high risk (VHS) based on the natural break method.</p><?xmltex \hack{\newpage}?>
</sec>
</sec>
<sec id="Ch1.S4">
  <title>Results and discussion</title>
      <p>A wide-swath ScanSAR observation mode of PALSAR-2 was used for comprehensive
analysis of major geological structures, which shows mega-geomorphology and
mega-lineaments in the Kelantan state. Figure 4 shows an RGB color composite
of HH polarization channel in red, HV polarization channel in green and
HH <inline-formula><mml:math id="M51" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HV polarization channel in blue for the ScanSAR resultant image. The
RGB color composite yields an image with great structural details and
geomorphological information. The different colors in the image indicate
different backscattering signals from the ground. The Main Range granite
located in the western part of the image and the Boundary Range granite
on the eastern borders of Kelantan state appear as light green to green in
color, which shows the regions with high altitude in the scene (Fig. 4).
Major transcrustal lineaments such the BRSZ and
Lebir Fault Zone are also detected. Quaternary deposits, Triassic marine
siliciclastics, volcaniclastics, sandstone and limestone are manifested as
pink to purple tones consisting of lands with low elevation (Fig. 4). Lakes
and main river systems are portrayed as blue to dark blue in the image. In
fact, the lines range from blue to dark blue  on the image are faults
and fracture zones occupied by streams. The river pattern is one of the most
important factors contributing to the lineament because it reflects the
nature of the existing fracture system (Suzen and Toprak, 1998).</p>
      <p>Figure 5 shows a ScanSAR HV polarization image that is superimposed on a general
topography map of the Kelantan state (Department of Minerals and Geoscience
Malaysia, 2003). It is evident that the morphology of the study area is
largely controlled by rock type and structure. High-elevation areas
(500–100 and <inline-formula><mml:math id="M52" display="inline"><mml:mo>&lt;</mml:mo></mml:math></inline-formula> 1000 m) in the Kelantan state are mountainous areas
associated with Main Range granite (in the west) and Boundary Range granite
(in the east). Hilly, plain and coastal areas with an altitude between
500 and
50 m are associated with sedimentary rocks.</p>
      <p>Figure 6 shows the resultant image map for N–S, NE–SW and NW–SE
(<inline-formula><mml:math id="M53" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula>: 0<inline-formula><mml:math id="M54" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>; <inline-formula><mml:math id="M55" display="inline"><mml:mi>G</mml:mi></mml:math></inline-formula>: 45<inline-formula><mml:math id="M56" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>; <inline-formula><mml:math id="M57" display="inline"><mml:mi>B</mml:mi></mml:math></inline-formula>: 135<inline-formula><mml:math id="M58" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>) directional filters. A major change in
deformation style is obvious from the west to the east in Fig. 6.
Structural analysis reveals four distinct parts from the west to the east,
including (i) western part of the scene by ductile fabrics, (ii) western of
the BRSZ affected mainly by brittle deformation, (iii) ductile–brittle
deformation between the BRSZ and Lebir Fault Zone and (iv) brittle–ductile
fabrics between Lebir Fault Zone and eastern coastal line. Lineament
occurrence in Fig. 6 is mainly linked to the N–S trending of the BRSZ and
Lebir Fault Zone. Generally, major faults are strike-slip with both dextral
and sinistral movements, which trend N–S and NW–SE. NW–SE-trending
strike-slip faults moved sinistrally in the Lebir Fault Zone. The sinistral
movement along the Lebir Fault Zone is responsible for the formation of
folding and reverse faulting adjacent to the fault and surrounding area.
These structures characterized transpressive tectonic regime in
Peninsular Malaysia (Richter et al., 1999; Harun, 2002).</p>
      <p>The collision zone and compressional structures appear clearly in the west
of the BRSZ in Main Range granite (Fig. 6). Deformation in this region
shows the shortening zone oriented parallel to the BRSZ. Several faults,
joints and fractures represent brittle deformation events in the region that
mostly strike NW–SE. Generally, most of the short lineaments are clustered
in the collision zone. Ductile deformation in the western margin of the
image (Fig. 6) includes upright asymmetrical mega-folds with axial surfaces
oriented W–E. Hence, the contractional strain direction affected by this domain
is from NE–SW, followed by dextral shearing. The deformed area zone between
the BRSZ and Lebir Fault Zone represents fault systems and folding area.
NW–SE striking strike-slip faults and NE–SW normal faults are dominated
brittle structural elements within this domain. Ductile deformation is
demonstrated by several open upright folds, which have W–E to NE–SW axial
plans (Fig. 6). Brittle–ductile fabrics in the eastern part of the image
between Lebir Fault Zone and eastern coastal line illustrate curved shear
zone that occupied several N–S and NW–SE striking faults, fractures and
joints. A mega-concentric fold surrounds the shear zone with a WE striking
axial surface. According to the orientation of the lineaments, sinistral
movement along the Lebir Fault Zone has generated the tectonic features.
Some N–S and NE–SW-trending normal faults and small curvatures are also
identifiable near the eastern coastal line (Fig. 6).</p>
      <p>Figure 7 shows a fine-mode merged image of the northern and southern parts of
the Kelantan state. In this figure, HH polarization channel was assigned to
be red, HV polarization channel to be green  and HH <inline-formula><mml:math id="M59" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HV polarization
channels to be blue for generating an RGB image for the study area. This
color combination produced an image map contains important information
related to water bodies, wetlands and geological structural features. River
systems and lakes appear black especially in the northeastern part of the
image and wetlands as mauve  (Fig. 7). Smooth surfaces such as calm
water bodies appear dark in SAR images due to the reflection of the radar
signal. Hence, no returning radar signal could be detected in receiving
antenna (Thurmond et al., 2006; Pour and Hashim, 2015a). Besides, the best soil
moisture/wetness information is achievable from L-band microwaves because it
comes out from deeper soils. In fact, vegetation is almost transparent and
roughness effects are negligible using L-band microwaves for soil wetness
mapping/monitoring (Jackson and Schmugge, 1989; Lacava et al., 2005). Soil
moisture is one the most important factors in hydrogeological hazards,
especially since the soil response is affected by its status of saturation.
Accordingly, the identification of wetlands is very important for flood
forecasting and prevention in the state of Kelantan. Wetlands are more
distributed in the northern part of the study area (Fig. 7). A vast wetland
(dark mauve) is represented clearly in the central north segment of the
image. Several wetlands, such as light to dark mauve, are observable in
central-east, south and southwestern part of the image (Fig. 7).</p>
      <p>The RGB image map (Fig. 7) was compared with the geological map of the
Kelantan state. It is evident that most of the detected wetlands are
associated with sedimentary and metamorphic rocks. A few of the wetlands are
located in the granite bedrock areas in the west (the Main Range Granite)
and east (the Boundary Range granite) of the state of Kelantan. The granite
bedrock areas are all characterized by dissected hilly to mountainous
terrain that gives rise to isolated highlands and mountain ranges (Fig. 7).
These granitic areas represent the outcrops of a number of granite
batholiths that are generally elongated along a N–S to NNW–SSE direction
(Bignell and Snelling, 1977).</p>
      <p><?xmltex \hack{\newpage}?>LSMs for before and after flood episodes were
produced using related factors contributing to landslides event in the
Kelantan state (Fig. 8). Overall, the number of landslides was 452. About 36.7 % occurred in the area of
rubber plantation area, while 34.3 % occurred in forest areas. Location of
landslides occurrences at different land use/cover type in Kelantan is given
in Fig. 9. Forest is the dominant land use/cover in Kelantan besides rubber and palm oil.</p>
      <p>The amplitude of the radar signal is highly sensitive to the physical
properties of the ground surface, which produces the brightness of the
surface to vary much more than optical or infrared images (Robinson et al.,
1999). Hence, a combination of different polarization channels of fine-mode
PALSAR-2 data contains considerable information for rock discrimination. In
this study, an RGB color composite was produced by assigning HV <inline-formula><mml:math id="M60" display="inline"><mml:mo>+</mml:mo></mml:math></inline-formula> HH
polarization channels to red, HV/HH polarization channels to green and HV
polarization channel to blue  for detailed rock discrimination in the
Kelantan state. Figure 10 represents the RGB merged image for the northern
and southern parts of the Kelantan state. Granitic rocks are manifested as
light green  (dark green in high-altitude area probably due to
layover effect on SAR image; Gelautz et al., 1998; Franceschetti and Lanari,
1999), while sedimentary and metamorphic rocks appear as a variety of tones
such as brown, light brown, dark green, light blue and light red in the
image (Fig. 10). In comparison with the geological map of the study area, it
seems that brown and dark green hues are metamorphic rocks and light brown,
light blue and light red  are sedimentary rocks (clay, shale,
conglomerate, sandstone and limestone). River systems and lakes are
observable clearly as black meandering streams and water bodies especially in
the northern segment of the region (Fig. 10).</p>
      <p>Four directionally filtered images of fine-mode observation, which contain
enhanced information for a set of lineaments in N–S, E–W, NE–SW and NW–SE
directions, were used for lineament mapping in the Kelantan state. Figure 11a shows a structural map for the Kelantan state, which is derived from the
resultant image of directional filtering to HV polarization channel. It
should be noted that the locations of wetlands are also portrayed in this
figure. The most important structural features in the image map are fault
zones, river systems and drainage lines patterns (Fig. 11a). Within the
study area, two large fault zones are presented: BRSZ in the
northwest and Lebir Fault Zone in the southeast. The N–S, NE–SW and NNE–SSW
lineament trends are commonly dominant in the image map. The dominant
lineaments tend to run in the N–S direction, which is mainly linked to the
N-S trending of the BRSZ (in the west) and Lebir Fault Zone (in the east).
Additionally, few short NW–SE-trending lineaments are detected in the
western and eastern parts of the study area (Fig. 11a). The N–S and NE–SW
striking system distributed in the southeastern segment of the region is
particularly related to Lebir Fault Zone. The pattern of the lineament map
in the northwestern part of the image map displays the occurrence of BRSZ, which contains lineaments in N–S and NNE–SSW directions. Most of
the short and smaller faults follow the N–S, NE–SW and NNE–SSW trends as the
major fault systems in the Kelantan state. It seems that the NW–SE faults
are the youngest faults in the study area due to the low frequency of
lineaments in this trend. The major N–S-trending faults are interpreted as
oldest structures in Peninsular Malaysia and related to the amalgamation of
Gondwana-derived terranes during the Permian–Triassic, and NE–SW and
NW–SE-trending faults are interpreted to be Late Triassic to Jurassic in age
(Metcalfe, 2013b).</p>
      <p>The occurrence and concentration of geological structural features in any
region are related to rock type, thickness of uppermost weathered mantle
and brittleness of rocks (Harris et al., 1960). In the Kelantan state, high
concentrations of lineaments are associated with granitic rocks in higher
terrains and low concentrations of lineaments are usually associated with
lower terrains of metamorphic and sedimentary rocks. Tjia and Harun (1985)
analyzed regional structures of Peninsular Malaysia and reported that many
lineaments are very well displayed in areas underlain by granite, whereas in
other areas they are poorly shown. Moreover, Akhir (2004) identified that
high lineament concentrations in the Upper Perak Valley, Perak state,
Peninsular Malaysia are closely related to higher terrain which is formed by
more-resistant rocks such as granite and sandstone, whereas low lineament
concentrations are associated with lower terrain which is mainly formed by
less-resistant rock types such as shale and slate. As well, volcanic rocks
in the Upper Perak Valley encompass a low lineament concentration (Akhir, 2004).</p>
      <p><?xmltex \hack{\newpage}?>The rivers in the study area are structurally controlled. They display
zigzag patterns due to the presence of fractures, joints and faults with
changes in orientation (Fig. 11a). The drainage system in the Kelantan
River basin shows dendritic, sub-dendritic and rectangular patterns (Fig. 11a).
It is evident that the drainage pattern is apparently being controlled
by structure and lithology in the study area. However, several factors such
as topography, soil type, bedrock type, climate and vegetation cover
influence input, output and transport of sediment and water in a drainage
system. The geological structures and lithologic variation have given  rise
to different drainage patterns (Summerfield, 1991). For instance, a
dendritic and sub-dendritic pattern with a large number of tributaries is
typical of drainage in areas of impermeable crystalline rock such as gneiss
and/or sediment of uniform resistance (horizontal strata). The pattern is
characteristic of essentially flat-lying and/or relatively homogeneous rocks
and impervious soils with the lack of structural control. A rectangular
pattern is usually caused by jointing or faulting of the underlying
bedrock. It is usually associated with massive, intrusive igneous and
metamorphic rocks (Summerfield, 1991). Therefore, it is assumed that the
area with the dendritic and sub-dendritic pattern is subjected to
hydrogeological hazards such as flooding because of low infiltration runoff.
Rectangular drainage pattern is a susceptible zone that could be easily
affected by landslide due to the slope of the land, lithostructural
conditions and speed of runoff. In the Kelantan River basin, most of the
dendritic and sub-dendritic drainage patterns are detected in central part
of the river basin (Fig. 11a), which  consists of sedimentary rocks.
However, most of the rectangular drainage patterns are associated with
igneous and metamorphic rocks in the western part of the Kelantan River
basin (Fig. 11a). A structural and topographical feature map of the Kelantan
River basin is shown in Fig. 11b. It is evident that most of the
dendritic and sub-dendritic drainage patterns are located in lowlands and
the rectangular drainage pattern  dominates in highlands in the Kelantan River basin.</p>
      <p><?xmltex \hack{\newpage}?>Precipitation influences the occurrence of landslides more than the distance to fault, which can be seen as having the lowest impact on
landslide susceptibility. According to the landslide susceptibility map,
65 % of the whole area of Kelantan is found to be under the category of a low
landslide susceptibility zone, while 35 % class located within high
susceptibility zone. Table 4 shows information on statistical testing of
landslides due to rainfall amount for the Kelantan state during the December 2014
flood episode. Two assumptions were used for statistical testing of the landslide in this analysis:
(a) the value of rainfall is one of the major factors contributing to the landslide tragedy in Kelantan, which is assumed to be
<inline-formula><mml:math id="M61" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>,
and (b) the value of rainfall is
<italic>not</italic> the major factor contributing to the landslide tragedy in Kelantan,
which is determined to be <inline-formula><mml:math id="M62" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mi>A</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula>. The ANOVA test shows that
<inline-formula><mml:math id="M63" display="inline"><mml:mi>F</mml:mi></mml:math></inline-formula> calculated <inline-formula><mml:math id="M64" display="inline"><mml:mo>&lt;</mml:mo></mml:math></inline-formula> <inline-formula><mml:math id="M65" display="inline"><mml:mi>F</mml:mi></mml:math></inline-formula> significance; thus the null hypothesis is accepted.
The test statistic is the <inline-formula><mml:math id="M66" display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mi mathvariant="normal">statistic</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> value of 0.0938. Using <inline-formula><mml:math id="M67" display="inline"><mml:mi mathvariant="italic">α</mml:mi></mml:math></inline-formula> of 0.05,
<inline-formula><mml:math id="M68" display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mrow><mml:mn mathvariant="normal">0.05</mml:mn><mml:mo>;</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo><mml:mn mathvariant="normal">97</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:math></inline-formula> <inline-formula><mml:math id="M69" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 3.939. Since the <inline-formula><mml:math id="M70" display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mi mathvariant="normal">statistic</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula> value
is much smaller than the critical value (<inline-formula><mml:math id="M71" display="inline"><mml:mi>p</mml:mi></mml:math></inline-formula> value <inline-formula><mml:math id="M72" display="inline"><mml:mo>=</mml:mo></mml:math></inline-formula> 0.7601), thus the null
hypothesis, <inline-formula><mml:math id="M73" display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is accepted at equal rainfall means and conclude
that rainfall is one of the major factors contributing to the landslide
tragedy in the Kelantan.</p>
      <p>Before the flood, the mean amount of rainfall is much lower than mean of
rainfall during flood episode, where few landslide points during 2014 fall
under the mean of normal rainfall. During the flood episode, as the mean of
rainfall is very high,  many landslides points fall higher than the mean
value. It is evident that a landslide is triggered when the amount of
average monthly rainfall reaches <inline-formula><mml:math id="M74" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>400 and <inline-formula><mml:math id="M75" display="inline"><mml:mo>±</mml:mo></mml:math></inline-formula>800 mm for daily rainfall.</p>
      <p>Further analysis has been carried out after the detection of landslides in
Kelantan state and landslide susceptibility mapping through the GIS-based
statistical model. Since the landslides occur mainly in the forest,
information about what density of trees will cause slope failure is
crucial any mitigating action plan to be undertaken in the future by
the local authorities. Thus, ground surface displacement for all identified
landslides occurrences and relation to forest density should be carried
out. To know the impact of a landslide event that shifts the variety of
different density  of forest in an affected area,
the area of the landslide before
and after a flood episode must be analyzed by associating its size with
forest density. Stock plots indicate that before a rainy season (Fig. 12a)
many landslides in Kelantan tend to occur in moderate forest density (close to 0.50 NDVI value),
while landslides are more likely to occur at a location with a slightly lower NDVI value (almost 0.40) during the flood episode (Fig. 12b).
In contrast, large landslides are not highly
dependent on how dense the forest is but are more likely due to other
factors such as slope failure, geological structures (faults and fractures)
and heavy rainfall.</p>
      <p>Field observations were conducted to compare the detected high potential
risk and susceptible zones with highly damaged areas in recent flooding events
in the Kelantan River basin. The analysis of field investigation data
indicates that many of flooded areas were associated with high potential
risk zones for hydrogeological hazards such as wetlands, urban areas,
floodplain scroll, meander bend and dendritic and sub-dendritic drainage
patterns. Most of the hydrogeological hazards zones are located in flat
topographic regions. Flat topography with impervious soils/surface has low
infiltration runoff, which yields more storm runoff during heavy monsoon
rainfall compared to other regions. Figure 13a and b show meander bends
and floodplain scroll zones in the Kelantan River basin, which were
flooded areas during the 2015 flooding event.</p>

<?xmltex \floatpos{t}?><table-wrap id="Ch1.T4" specific-use="star"><caption><p>Information on statistical testing of landslide due to rainfall amount.</p></caption><oasis:table frame="topbot"><oasis:tgroup cols="6">
     <oasis:colspec colnum="1" colname="col1" align="left"/>
     <oasis:colspec colnum="2" colname="col2" align="right"/>
     <oasis:colspec colnum="3" colname="col3" align="right"/>
     <oasis:colspec colnum="4" colname="col4" align="right"/>
     <oasis:colspec colnum="5" colname="col5" align="center"/>
     <oasis:colspec colnum="6" colname="col6" align="center"/>
     <oasis:thead>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry namest="col3" nameend="col4" align="center">Regression statistics </oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
     </oasis:thead>
     <oasis:tbody>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">Multiple <inline-formula><mml:math id="M76" display="inline"><mml:mi>R</mml:mi></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col4">0.0311</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3"><inline-formula><mml:math id="M77" display="inline"><mml:mrow><mml:msup><mml:mi>R</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col4">0.0010</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">Adjusted <inline-formula><mml:math id="M78" display="inline"><mml:mrow><mml:msup><mml:mi>R</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col4"><inline-formula><mml:math id="M79" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>0.0093</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">Standard error</oasis:entry>  
         <oasis:entry colname="col4">141.4588</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2"/>  
         <oasis:entry colname="col3">Observations</oasis:entry>  
         <oasis:entry colname="col4">99</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry namest="col1" nameend="col6" align="center">ANOVA </oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">Degree of</oasis:entry>  
         <oasis:entry colname="col3">Sum of</oasis:entry>  
         <oasis:entry colname="col4">Mean of</oasis:entry>  
         <oasis:entry colname="col5"><inline-formula><mml:math id="M80" display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mi mathvariant="normal">statistic</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>  
         <oasis:entry colname="col6"><inline-formula><mml:math id="M81" display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mi mathvariant="normal">significance</mml:mi></mml:msub></mml:mrow></mml:math></inline-formula></oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1"/>  
         <oasis:entry colname="col2">freedom</oasis:entry>  
         <oasis:entry colname="col3">squares</oasis:entry>  
         <oasis:entry colname="col4">sum square</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6">(<inline-formula><mml:math id="M82" display="inline"><mml:mi>p</mml:mi></mml:math></inline-formula> value)</oasis:entry>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Regression</oasis:entry>  
         <oasis:entry colname="col2">1</oasis:entry>  
         <oasis:entry colname="col3">1876.59</oasis:entry>  
         <oasis:entry colname="col4">1876.59</oasis:entry>  
         <oasis:entry colname="col5">0.0938</oasis:entry>  
         <oasis:entry colname="col6">0.7601</oasis:entry>
       </oasis:row>
       <oasis:row rowsep="1">  
         <oasis:entry colname="col1">Residual</oasis:entry>  
         <oasis:entry colname="col2">97</oasis:entry>  
         <oasis:entry colname="col3">1 941 028.66</oasis:entry>  
         <oasis:entry colname="col4">20 010.60</oasis:entry>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
       <oasis:row>  
         <oasis:entry colname="col1">Sum</oasis:entry>  
         <oasis:entry colname="col2">98</oasis:entry>  
         <oasis:entry colname="col3">1 942 905.26</oasis:entry>  
         <oasis:entry colname="col4"/>  
         <oasis:entry colname="col5"/>  
         <oasis:entry colname="col6"/>
       </oasis:row>
     </oasis:tbody>
   </oasis:tgroup></oasis:table></table-wrap>

      <?xmltex \floatpos{t}?><fig id="Ch1.F13" specific-use="star"><caption><p><bold>(a)</bold> Meander bend. <bold>(b)</bold> Floodplain scroll zone in the
Kelantan River basin. <bold>(c, d)</bold> Large landslide-affected zones in the
southwestern part of the Kelantan state.</p></caption>
        <?xmltex \igopts{width=341.433071pt}?><graphic xlink:href="https://nhess.copernicus.org/articles/17/1285/2017/nhess-17-1285-2017-f13.jpg"/>

      </fig>

      <p>Numerous landslide-affected points were recorded in the high-altitude
segment of the south and southwestern part of the Kelantan state. As
mentioned above, high drainage density of the rectangular system is governed
in this domain. The drainage density affects runoff, in that a high drainage
density drains runoff water rapidly, decreases the lag time and increases
the peak of the hydrograph. Consequently, the slope of the land in the south
and southwestern regions increases the speed and extent of water and
sediment transportation to the Kelantan River basin during heavy monsoon
rainfall. Most of the landslide-affected points were located in the
topographic slope of metamorphic and quaternary rock units. However, some
landslides occurred in fracture zones of weathered igneous rock units. Some
large landslide-affected zones were recorded in the intersection of
longitude and latitude between 5<inline-formula><mml:math id="M83" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>08<inline-formula><mml:math id="M84" display="inline"><mml:mo>-</mml:mo></mml:math></inline-formula>02<inline-formula><mml:math id="M85" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> N, 101<inline-formula><mml:math id="M86" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>58<inline-formula><mml:math id="M87" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>53<inline-formula><mml:math id="M88" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> E,
5<inline-formula><mml:math id="M89" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>08<inline-formula><mml:math id="M90" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>14<inline-formula><mml:math id="M91" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> N, 101<inline-formula><mml:math id="M92" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>59<inline-formula><mml:math id="M93" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>06<inline-formula><mml:math id="M94" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> E, 5<inline-formula><mml:math id="M95" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>08<inline-formula><mml:math id="M96" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>24<inline-formula><mml:math id="M97" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> N,
101<inline-formula><mml:math id="M98" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>59<inline-formula><mml:math id="M99" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>21<inline-formula><mml:math id="M100" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> E and 5<inline-formula><mml:math id="M101" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>09<inline-formula><mml:math id="M102" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>03<inline-formula><mml:math id="M103" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> N, 101<inline-formula><mml:math id="M104" display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula>59<inline-formula><mml:math id="M105" display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>41<inline-formula><mml:math id="M106" display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>′</mml:mo><mml:mo>′</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> E. These landslide
points were associated with N–S, NNE–SSW and NE–SW-trending fault zones.
Figure 13c and d show large landslide-affected zones in the southwestern part
of the Kelantan state.</p>
</sec>
<sec id="Ch1.S5" sec-type="conclusions">
  <title>Conclusions</title>
      <p>Results of this investigation indicate that Landsat-8 and ALOS-2 have proven
to provide successful advanced remote sensing satellite data for disaster
monitoring in tropical environments. Analysis of the Landsat-8 and ALOS-2
data provided significant information for identifying high potential risk
and susceptible zones for natural hazards of geological origin in the
Kelantan River basin, Malaysia. Wetlands, floodplain scroll, meander bend,
dendritic and sub-dendritic drainage patterns and urban areas were
identified as high potential risk zones for hydrogeological hazards.
Landslide recurrence regions were detected in a high-altitude segment of the
south and southwestern part of the Kelantan state, which is dominated with
a high density of rectangular drainage pattern and topographic slope of
metamorphic and quaternary rock units. Some of the large landslide zones
were associated with N–S, NNE–SSW and NE–SW-trending fault systems.
Structural and topographical geology maps were produced for the Kelantan
River basin that could be used to facilitate the planning of geohazards
mitigation. In conclusion, the results of this investigation have great
potential assistance in terms of a total solution to flood disaster
management in the Kelantan River basin by providing an important source of
information to assess the potential for many natural hazards of geological origin.</p>
</sec>

      
      </body>
    <back><notes notes-type="dataavailability">

      <p>This investigation used original satellite data, which are discussed in Sect. 3.</p>
  </notes><notes notes-type="competinginterests">

      <p>The authors declare that they have no conflict of interest.</p>
  </notes><ack><title>Acknowledgements</title><p>This study was conducted as a part of the Transdisciplinary Research Grant
Scheme (TRGS) research project, “Detecting, mapping, and characterization of landslides and
landslide assessment in Kelantan River basin during December 2014 flooding
using Satellite SAR data”, vote nos. R.J130000.7809.4L831 and  R.J130000.7809.4L837,
Ministry of Higher Education (MOHE), Malaysia. We are
thankful to the Universiti Teknologi Malaysia for providing the facilities
for this investigation. We also would like to express our great appreciation
of Rosa Lasaponara and the anonymous reviewers for their very useful and
constructive comments and suggestions for improvement of this paper. <?xmltex \hack{\newline}?><?xmltex \hack{\newline}?>
Edited by: Rosa Lasaponara <?xmltex \hack{\newline}?>
Reviewed by: three anonymous referees</p></ack><ref-list>
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    <!--<article-title-html>Application of Landsat-8 and ALOS-2 data for structural  and landslide hazard mapping in Kelantan, Malaysia</article-title-html>
<abstract-html><p class="p">Identification of high potential risk and susceptible zones for natural
hazards of geological origin is one of the most important applications of
advanced remote sensing technology. Yearly, several landslides occur during
heavy monsoon rainfall in Kelantan River basin, Peninsular Malaysia.
Flooding and subsequent landslide occurrences generated significant damage to
livestock, agricultural produce, homes and businesses in the Kelantan River
basin. In this study,  remote sensing data from the recently launched Landsat-8 and Phased Array type
L-band Synthetic Aperture Radar-2 (PALSAR-2) on board the Advanced Land
Observing Satellite-2 (ALOS-2) were used to map
geologic structural and topographical features in the Kelantan River basin
for identification of high potential risk and susceptible zones for
landslides and flooding areas. The data were processed for a comprehensive
analysis of major geological structures and detailed characterizations of
lineaments, drainage patterns and lithology at both regional and district
scales. The analytical hierarchy process (AHP) approach was used for landslide
susceptibility mapping. Several factors such as slope, aspect, soil,
lithology, normalized difference vegetation index (NDVI), land cover,
distance to drainage, precipitation, distance to fault and distance to the
road were extracted from remote sensing satellite data and fieldwork to
apply the AHP approach. Directional convolution filters were applied to ALOS-2
data for identifying linear features in particular directions and edge
enhancement in the spatial domain. Results indicate that lineament
occurrence at regional scale was mainly linked to the N–S trending of the
Bentong–Raub Suture Zone (BRSZ) in the west and Lebir Fault Zone in the east
of the Kelantan state. The combination of different polarization channels
produced image maps that contain important information related to water bodies,
wetlands and lithological units. The N–S, NE–SW and NNE–SSW lineament trends
and dendritic, sub-dendritic and rectangular drainage patterns were detected
in the Kelantan River basin. The analysis of field investigation data
indicates that many of flooded areas were associated with high potential
risk zones for hydrogeological hazards such as wetlands, urban areas,
floodplain scroll, meander bend, dendritic and sub-dendritic drainage
patterns, which are located in flat topographic regions. Numerous landslide
points were located in a rectangular drainage system that is associated with a
topographic slope of metamorphic and quaternary rock units. Consequently,
structural and topographical geology maps were produced for Kelantan River
basin using PALSAR-2 data, which could be broadly applicable for landslide
hazard mapping and identification of high potential risk zone for
hydrogeological hazards. Geohazard mitigation programs could be conducted
in the landslide recurrence regions and flooded areas to reduce natural
catastrophes leading to loss of life and financial investments  in the
Kelantan River basin. In this investigation, Landsat-8 and ALOS-2 have
proven to successfully provide advanced Earth observation satellite  data for
disaster monitoring in tropical environments.</p></abstract-html>
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