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<article article-type="research-article" xml:lang="en" dtd-version="1.1" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">
  <front>
    <journal-meta>
      <journal-id/>
      <journal-title-group>
        <journal-title xml:lang="hr">Šumarski list</journal-title>
      </journal-title-group>
      <issn pub-type="ppub">0373-1332</issn>
      <issn pub-type="epub">1846-9140</issn>
      <publisher>
        <publisher-name xml:lang="hr"> Hrvatsko šumarsko društvo</publisher-name>
        <publisher-name xml:lang="en"> Croatian Forestry Society</publisher-name>
        <publisher-loc>Zagreb, Trg Mažuranića 11
          <email xlink:href="urednistvo@sumari.hr">urednistvo@sumari.hr</email>
          <ext-link xlink:href="http://www.sumari.hr">http://www.sumari.hr</ext-link>
        </publisher-loc>
      </publisher>
    </journal-meta>
    
    <article-meta>
      <article-categories>
        <subj-group subj-group-type="heading" xml:lang="hr">
          <subject>Izvorni znanstveni članak</subject>
        </subj-group>
        <subj-group subj-group-type="heading" xml:lang="en">
          <subject>Original scientific paper</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title xml:lang="en">EVALUATION OF FOREST ROAD NETWORK AND DETERMINING TIMBER EXTRACTION SYSTEM USING GIS: A CASE STUDY IN ANBARDAĞ PLANNING UNIT
        </article-title>
        <trans-title-group>
          <trans-title xml:lang="hr">PROCJENA MREŽE ŠUMSKIH CESTA I ODREĐIVANJE SUSTAVA PRIVLAČENJA DRVA POMOĆU GIS-a: STUDIJA SLUČAJA U PLANSKOJ JEDINICI ANBARDAĞ </trans-title>
        </trans-title-group>
      </title-group>
      
      <contrib-group>
        <contrib contrib-type="author" corresp="yes">
          <name>
            <surname>ÇALIŞKAN</surname>
            <given-names>Erhan</given-names>
          </name>
          <email xlink:href="erhan_caliskan@yahoo.com">erhan_caliskan@yahoo.com</email>
        </contrib>
        
        <contrib contrib-type="author">
          <name>
            <surname>KARAHALIL</surname>
            <given-names>Uzay </given-names>
          </name>
        </contrib>
        
        <aff >
          <institution xml:lang="hr">Odjel šumarstva, Šumarski fakultet, Tehničko sveučilište Karadeniz</institution>
          <institution xml:lang="en">Department of Forest Engineering, Faculty of Forestry, Karadeniz Technical University</institution>
          <addr-line>61080,Trabzon, Turkey</addr-line>
          <email xlink:href="erhan_caliskan@yahoo.com">erhan_caliskan@yahoo.com</email>
        </aff>
        
      </contrib-group>
     
      <pub-date>
        <year>2017</year>
      </pub-date>
      <volume>141</volume>
      <issue>3-4</issue>
      <fpage>163</fpage>
      <lpage>171</lpage>
      <permissions>
        <license license-type="open-access">
          <license-p>CC BY-NC-ND</license-p>
        </license>
      </permissions>
      
      <abstract xml:lang="en">
        <p>Secondary forest road network planning and primary timber extraction systems play very important roles in sustainable forest management. The progression of forest areas in Turkey and the world towards mountains as well as the increase in working obligations have made timber extraction systems gain more importance. The forest areas found in mountainous lands with harsh slopes in Turkey makes timber extraction systems more problematic and more complex. The objective of this study is to develop a model for timber extraction systems using Geographic Information Systems (GIS) analysis considering terrain morphology and secondary forest road network. Additionally the forest road network in Anbardağ forest planning unit of Giresun province in Turkey was investigated considering forest road density and forest road spacing. According to obtained results, the forest road length was 226.34 km, forest road density was 11.74 m/ha, forest road spacing was 851.7 m and road coverage was 51% of the study area. Chainsaw–small size cable crane (36.76%) and chainsaw–medium size cable crane (27.94%) were selected as the most suitable timber extraction systems for the steep terrain study area according to our model. They were followed by chainsaw–forest tractor (23.52%), chainsaw–agriculture tractor (10.29%) and chainsaw–sledge yarder (1.49%). The results of this study showed that GIS saved a considerable amount of labor force, time and cost for the evaluation of forest road network as well as the development model for timber extraction system.</p>
      </abstract>
      <trans-abstract xml:lang="hr">
        <p>Planiranje mreža šumskih cesta i sustavi privlačenja drva igraju vrlo važnu ulogu u održivom razvoju šuma. Širenje šumskih područja u Turskoj i svijetu prema planinama, kao i povećanje radnih obveza povećali su važnost sustava privlačenja drva. Sustavi privlačenja drva puno su problematičniji, a time i složeniji u šumskim područjima u planinskim krajevima s visokim obroncima u Turskoj. Cilj je ove studije razviti model sustava privlačenja drva pomoću analize Geografskog informacijskog sustava (GIS) uzimajući u obzir morfologiju terena i mrežu šumskih cesta. Uz to, istražena je mreža šumskih cesta u jedinici planiranja šuma Anbardağ u provinciji Giresun u Turskoj, s obzirom na gustoću i udaljenost cesta. Prema dobivenim rezultatima, duljina šumskih cesta bila je 226,34 km, gustoća cesta 11,74 m/ha, udaljenost cesta 851,7 m, dok je pokrivenost promatranog područja cestama iznosila 51%. Motorna pila za strme terene uz malu lančanu dizalicu (36,76%) i motorna pila uz srednju lančanu dizalicu (27,94%) odabrani su kao najbolji sustavi za privlačenje drva za promatrano područje prema našem modelu. Nakon toga slijedi motorna pila – šumski traktor (23,52%), motorna pila – poljoprivredni traktor (10,29%) te motorna pila – žičara (1,49%). Rezultati istraživanja pokazali su da je GIS uštedio značajnu količinu rada, vremena i troškova tijekom procjene mreže šumskih cesta, kao i razvoja modela sustava za privlačenje drva.</p>
      </trans-abstract>
      <kwd-group xml:lang="en">
        <kwd>Secondary forest road network</kwd> <kwd>timber extraction system</kwd> <kwd>GIS</kwd> <kwd>Turkey</kwd>
      </kwd-group>
      <kwd-group xml:lang="hr">
       <kwd> mreža šumskih cesta</kwd> <kwd>sustavi privlačenja drva</kwd> <kwd>GIS</kwd> <kwd>Turska</kwd>
      </kwd-group>
    </article-meta>
  </front>
  <body>
    <sec sec-type="intro">
      <label>INTRODUCTION</label>
      <p>UVOD</p>
      <p>Turkey has 22.7 million ha of close to nature forest area covering nearly 27% of its total
        land. Approximately 46% of the total area is on steep terrain with ground slopes greater
        than 40%. Hence, harvesting in mountainous regions has always played a significant role.
          (<xref rid="GDF" ref-type="bibr">GDF, 2013</xref>). Forestry operations in Turkey are
        carried out at different parts of the country under different conditions. Only the best
        forest road networks can provide conditions for working in wide, scattered and difficult
        mountainous areas. Approximately 18 million m³ logs are transported via forest roads in
        Turkey, each year (<xref rid="GDF" ref-type="bibr">GDF, 2013</xref>). For­est road networks
        were developed via manual methods in previous studies, while computer software and hardware
        have been used extensively and effectively for solving com­plex problems in forest areas,
        especially in developed countries (<xref rid="Akay" ref-type="bibr">Akay 2003</xref>;<xref
          rid="Rogers" ref-type="bibr"> Rogers 2005</xref>; <xref rid="Demir" ref-type="bibr">Demir
          2007</xref>) in recent years. Nowadays, concepts such as digital map, GIS and land
        informa­tion systems have gained importance in the design of road networks (<xref rid="Akay"
          ref-type="bibr">Akay, 2003;</xref>
        <xref rid="Aruga" ref-type="bibr">Aruga, 2005</xref>; <xref rid="Gumus" ref-type="bibr"
          >Gümüş, 2008</xref>; <xref rid="Çalışkan" ref-type="bibr">Çalışkan, 2013</xref>).</p>
      <p>Timber harvesting, as a succession of interrelated and interdependent operations in timber
        production, includes tree conversion (felling and processing) and timber transport. Timber
        transport consists of two mutually dependent sub-phases: off-road (timber extraction or
        primary transsport) and on-road (further transport or secondary forest road network) (<xref
          rid="Bayoğlu" ref-type="bibr">Bayoğlu, 1962</xref>; <xref rid="Seçkin" ref-type="bibr"
          >Seçkin, 1978</xref>;<xref rid="Conway" ref-type="bibr">Conway, 1982</xref>; <xref
          rid="FAO" ref-type="bibr">FAO, 1982</xref>; <xref rid="Erdaş" ref-type="bibr">Erdaş,
          1986</xref>; <xref rid="Haarlaa" ref-type="bibr">Haarlaa and Jurvelius, 1987</xref>; <xref
          rid="Acar1994" ref-type="bibr">Acar, 1994</xref>;<xref rid="Berg" ref-type="bibr">Berg and
          Schiess, 1996</xref>; <xref rid="Dykstra" ref-type="bibr">Dykstra and Heinrich,
          1996</xref>; <xref rid="Heinimann1999" ref-type="bibr">Heinimann, 1999</xref>; <xref
          rid="Karaman" ref-type="bibr">Karaman, 2001</xref>; <xref rid="Rummer" ref-type="bibr"
          >Rummer, 2002</xref>; <xref rid="Heinimann2003" ref-type="bibr">Heinimann and Stampfer,
          2003</xref>; <xref rid="Pentek" ref-type="bibr">Pentek et al., 2008</xref>). In recent
        studies, <xref rid="Abbas" ref-type="bibr">Abbas et al., (2014)</xref> analyzed the
        different operational matters, conditions, equipment and transportation use reported by
        logging firms. The study provided technical forest product operations, information and
        methods for assessing the capacity of logging firms and markets looking to expand their
        businesses. <xref rid="Visser" ref-type="bibr">Visser and Stampfer (2015)</xref> reviewed
        developments, the main engineering considerations of cable-assist workings, as well as the
        advances in integrating equipment into harvesting systems. They also analyzed the operating
        guidelines that are either in use or being developed to help implement the timber extraction
        systems. Duka et al., (2016) concluded that extending the operating range of skidder on
        steeper slopes with heavier loads has the potential to decrease harvesting costs and
        increase productivity.</p>
      <p>There are four principal means of off-road transportation: ground vehicles on natural
        terrain, ground vehicles on skid roads, carriages on cable structures and airships in the
        air (<xref rid="Heinimann1999" ref-type="bibr">Heinimann, 1999</xref>). The necessity of the
        timber raw material in Turkey has been increasing (<xref rid="GDF" ref-type="bibr">GDF,
          2013</xref>). Transportation stage involves a rather difficult, expensive and time
        consuming activity in timber production activities. In this process, transport of forest
        yield from forest to the landing has been practiced in various forms. In particular,
        transporting forest yield with minimum loss in quality and quantity and with minimum damage
        to the environment seems to be an important problem to be solved.</p>
      <p>Timber transportation on ground surfaces in forest lands causes erosion on soil, damage on
        saplings and leads to loss of quality and quantity on stand trees (<xref rid="Lubello"
          ref-type="bibr">Lubello, 2008</xref>). This is especially a problem that we are faced with
        when losses of forest value, particularly in mountainous regions are taken into
        consideration. GIS for assessing soil trafficability was initially deployed for military
        off-road planning after which these applications were introduced to forest and agricultural
        applications (<xref rid="Lubello" ref-type="bibr">Lubello, 2008</xref>). In some cases,
        terrain evaluation has been carried out based on economic considerations in order to
        optimize road models regarding financial values. <xref rid="Lubello" ref-type="bibr">Lubello
          (2008)</xref> suggested a rule-based spatial decision support system for planning of
        forest operations using GIS techniques.</p>
      <p><xref rid="Suvinen" ref-type="bibr">Suvinen (2006)</xref> used a GIS-based simulation model
        to evaluate the interaction of terrain trafficability, vehicle mobility and terrain
        tractability that takes place through the machine wheel’s surface. <xref rid="Mohtashami"
          ref-type="bibr">Mohtashami (2011)</xref> conducted a case study in Sweden putting forward
        that the use of digital planning of the improvement of strip roads in order to avoid
        vulnerable terrains made forwarding of timber more profitable.</p>
      <p>Forest harvesting operations are usually pursued either by the General Directorate of
        Forestry or the private sector. However, there is no standard for specific terrain or forest
        road network conditions; therefore the selection of a specific harvesting operation has been
        limited to the availability of machiner­ies and worker force.</p>
      <p>Thus, the first objective of this study was to investigate the secondary forest road
        network with regard to forest road density, forest road spacing and to implement developed
        planning approach using Geographic Information Systems (GIS) in Anbardağ planning unit of
        Giresun Forest Enterprise, Turkey. Another important objective was to develop a model for
        timber extraction systems via GIS analysis taking into consideration the terrain morphology
        and secondary forest road network.</p>   
    </sec>
    <sec sec-type="material and methods">
      <label>MATERIAL AND METHODS</label>
      <p>MATERIJAL I METODE</p>
      <p><bold>Study area</bold><bold>- </bold><italic>Promatrano područje</italic></p>
      <p>This study was carried out in the Anbardağ forest planning unit covering an area of
        approximately 5975.0 ha in the Giresun province in the northeastern Black Sea region of
        Turkey. The area was located between 400 42' 47" - 400 30' 13" North, and 380 01' 49" - 380
        13' 16" East. The relief has a very irregular topography, and the elevation ranges from 700
        to 3100 m. The mean annual precipitation is 1297 mm, with the lowest values being recorded
        in July and August. Dominant tree species used for production purposes are natural oriental
        spruce (<italic>Picea orientalis </italic>Link.) and oriental beech (<italic>Fagus
          orientalis </italic>Lipsky). Traditionally, cut-to-length harvesting method has been used
        in Turkish forestry. While skidding depends on the steep slope and presence of adequate road
        infrastructures, felling and delimbing operations were used to be carried out via chainsaws,
        . Debarking with axe and/or log wizard is mostly operated in stands and rarely on roadside
          (<xref rid="Eker" ref-type="bibr">Eker and Acar, 2006</xref>). Agricultural and forest
        tractors are mostly represented as off-road machines and have been widely used. Aerial
        yarding is carried out by means of cable cranes based on sledge winch yarder and mobile
        tower yarder. Loading operations at the roadside or landing is carried out manually with
        grapple loaders or hydraulic cranes. Hauling through forest roads and main roads is executed
        by truck and tractor trailer from roadside to the main storage site.</p>
      <p><bold> Methods-</bold><italic>Metode</italic></p>
      <p>Geographic data used in this study were acquired from on-screen digitized paper maps in an
        ArcGISenvironment. These maps consist of topographical maps containing elevation data (10 m
        contour interval), forest management plan information, forest road network, administrative
        boundaries, hydrology network and technical limitations for timber extraction systems.
        Topographic vector maps of 1:25000 scale were used in this study. These maps were produced
        by the General Command of Mapping of Turkey using Universal Transvers Mercator (UTM)
        projection and ED-50 datum. Therefore, the original projected coordinate system, UTM,
        European Datum 1950, Zone 37N, was selected for all maps.</p>
      <p>An inventory of forest roads not existing in the digitized maps was conducted using GPS
        (Global Positioning System). Road routes were also collected with track mode of GPS. GPS
        data were converted into a GIS format using Pathfinder Office software. Field descriptions
        of continuous segments and discrete features were added to GPS location information to
        create a series of GIS coverages. A separate data layer (coverage) was made of each road
        feature mapped. The created layer was then used to calculate forest road density, road
        spacing and road coverage. Road density was obtained using the formula (1), road spacing was
        determined theoretically using the formula (2) and road coverage was calculated according to
        formula (3) as follows <xref rid="Backmund" ref-type="bibr">Backmund (1968)</xref>: </p>
      <p>RD=road length (m)/district area (ha) (1)</p>
      <p>RS=10000/RD (2)</p>
      <p>in which RD was Road Density and RS was Road Spacing.</p>
      <p>Road coverage: (Accessible areas for logging)/ total areas*100 (3) </p>
      <p>Timber extraction systems were determined on the basis of the following: ground slope,
        extraction direction, extraction distance, forest road network, elevation and boundaries.
        The Digital Elevation Model (DEM) of the study area was created with ArcGIS 10.0 software.
        Ground slope, aspect, and elevation maps were derived from the DEM.</p>
      <p>Ground slope is one of the most important parameters determining the choice of an
        extraction system. Ground slope was calculated using the slope tool of the Spatial Analyst
        toolbox. Five main slope classes (in percentage) were defined according to <xref
          rid="Samset" ref-type="bibr">Samset (1979)</xref> (<xref rid="t1">Table 1</xref>).</p>
      <p>
        <table-wrap id="t1">
          <label>Table 1. </label>
          <caption>
            <p><bold>Ground slope classes and designation</bold></p>
            <p>
              <bold>Tablica 1</bold>. Klase nagiba zemljišta i oznaka</p>
          </caption>
          <table>
            <tbody>
              <tr>
                <td valign="top">
                  <p>Slope Class</p>
                  <p><italic>Klasanagiba</italic></p>
                </td>
                <td align="center" valign="top">
                  <p>Slope (%)</p>
                  <p><italic>Nagib (%)</italic></p>
                </td>
                <td align="center" valign="top">
                  <p>Designation</p>
                  <p><italic>Oznaka</italic></p>
                </td>
              </tr>
              <tr>
                <td align="center" valign="top">1</td>
                <td align="center" valign="top">0-10</td>
                <td valign="top">
                  <p>Level Terrain</p>
                  <p><italic>Ravan teren</italic></p>
                </td>
              </tr>
              <tr>
                <td align="center" valign="top">2</td>
                <td align="center" valign="top">11-20</td>
                <td valign="top">
                  <p>Gentle Terrain</p>
                  <p>
                    <italic>Blagi teren</italic></p>
                </td>
              </tr>
              <tr>
                <td align="center" valign="top">3</td>
                <td align="center" valign="top">21-33</td>
                <td valign="top">
                  <p>Moderate Terrain</p>
                  <p><italic>Umjeren teren</italic></p>
                </td>
              </tr>
              <tr>
                <td align="center" valign="top">4</td>
                <td align="center" valign="top">34-50</td>
                <td valign="top">
                  <p>Steep Terrain</p>
                  <p><italic>Strm teren</italic></p>
                </td>
              </tr>
              <tr>
                <td align="center" valign="top">5</td>
                <td align="center" valign="top"> >50</td>
                <td valign="top">
                  <p>Very Steep Terrain</p>
                  <p><italic>Jako strm teren</italic></p>
                </td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
      </p>
      <p>Aspect associated parameters such as exposure to sunlight; drying winds and rainfall are
        important factors in forest roads. Slope direction map of the study area was divided into 9
        directions including flat, north, northeast, east, south, southeast, southwest, west and
        northwest.</p>
      <p>The mean extraction distance (off-road transportation defined as the average distance
        between stem-site and the next forest road or storage place for further transportation, was
        grouped into five classes as follows: Class 1, &lt;100 m; Class 2, 100–250 m; Class 3,
        250–500 m; Class 4, 500–1000 m; Class 5, >1000 m. The extraction distance was generated via
        “Euclidean Distance Tool” using the roads shapefile (<xref rid="Tucek" ref-type="bibr">Tucek
          and Pacola 1999</xref>; <xref rid="Lubello" ref-type="bibr">Lubello, 2008</xref>).
        Although the maximum distance may be changed according to user, it was set up to 1000 m. as
        default.</p>
      <p>Five main harvesting systems were selected for harvesting operations in the researched area
        considering timber extraction systems and felling method (<xref rid="f1" ref-type="fig"
          >Figure 1</xref>). Some factors such as working direction, ground slope limits, operation
        distance were found to be different according to the selected system. Therefore, to
        determine the timber extraction systems, studies previously conducted were used (<xref
          rid="Aykut" ref-type="bibr">Aykut et al. 1997</xref>; <xref rid="Acar1997" ref-type="bibr"
          >Acar 1997</xref>; <xref rid="Acar1998" ref-type="bibr">Acar 1998</xref>; <xref
          rid="Çağlar" ref-type="bibr">Çağlar 2002</xref>; <xref rid="Öztürk" ref-type="bibr">Öztürk
          and Şentürk 2006</xref>; <xref rid="Şentürk" ref-type="bibr">Şentürk et al. 2007</xref>)
          (<xref rid="t2" ref-type="table">Table 2</xref>).</p>
      
      <p>
        <fig id="f1">
          <label>Figure 1.</label>
          <caption>
            <p><bold>Felling and timber extraction with selected harvesting operations</bold></p>
            <p><bold>Slika l.</bold> Sječa i privlačenje drva odabranim načinima pridobivanja
              drva</p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g1.png"/>
        </fig>
      </p>
      
     <p> <table-wrap id="t2">
        <label>Table 2. </label>
        <caption>
          <p><bold>Timber extraction systems and their technical limits</bold></p>
          <p>
            <bold>Tablica 2</bold>. Sustavi privlačenja drva i tehnička ograničenja</p>
        </caption>
        <table>
          <tbody>
            <tr>
              <td  valign="top">
                <p>Timber Extraction Systems</p>
                <p><italic>Sustavi privlačenja drva</italic></p>
              </td>
              <td  valign="top">
                <p>Slope Downhill (%)</p>
                <p><italic>Nagibnizbrdice </italic><italic>(%)</italic></p>
              </td>
              <td >
                <p>Slope Uphill (%)</p>
                <p><italic>Nagibuzbrdice</italic><italic>(%)</italic></p>
              </td>
              <td >
                <p>Max.Distance(m)</p>
                <p><italic>Mak. udaljenost(m)</italic></p>
              </td>
            </tr>
            <tr>
              <td  valign="top">
                <p>Agricultural Tractor</p>
                <p><italic>Poljoprivredni traktor</italic></p>
              </td>
              <td  align="center" valign="top">0-30</td>
              <td  align="center" valign="top">0-20</td>
              <td  align="center" valign="top">350</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>Forest Tractor</p>
                <p><italic>Šumski traktor</italic></p>
              </td>
              <td  align="center" valign="top">34-50</td>
              <td  align="center" valign="top">0-20</td>
              <td  align="center" valign="top">500</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>Small size mobile cable-crane</p>
                <p><italic>Mala pokretna lančana dizalica</italic></p>
              </td>
              <td  align="center" valign="top">>50</td>
              <td  align="center" valign="top">>50</td>
              <td  align="center" valign="top">300</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>Medium size mobile cable-crane</p>
                <p><italic>Srednja pokretna lančana dizalica</italic></p>
              </td>
              <td  align="center" valign="top">>50</td>
              <td  align="center" valign="top">>50</td>
              <td  align="center" valign="top">800</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>Sledge yarder</p>
                <p><italic>Žičara</italic></p>
              </td>
              <td  align="center" valign="top">>50</td>
              <td  align="center" valign="top">>50</td>
              <td  align="center" valign="top">>800</td>
            </tr>
          </tbody>
        </table>
      </table-wrap></p>
      <p>The “Euclidean Distance” and “Path Distance” commands were used in order to calculate the
        extraction distances and the relative limit of the terrain condition. The Path Distance tool
        is one of the available tools in ArcGIS 10.0, as part of Spatial Analyst, performing cost
        distance analysis, accounted for both horizontal and vertical cost factors as well as true
        surface distance. Vertical factors determine the difficulty of moving from one cell to
        another, while accounting for the vertical elements that may affect the movement (<xref
          rid="Pellegrini" ref-type="bibr">Pellegrini, 2012</xref>; <xref rid="ESRI" ref-type="bibr"
          >ESRI, 2013</xref>). The vertical factor parameters in the model were set as values of
        terrain slope according to the relative limits to determine the timber extraction system.
        The Path distance analysis was performed for each extraction system. Each output map was
        then reclassified according to the feasibility of each system. The five output maps were
        then unified to create the final map representing the extraction system. The graphical
        representation of workflow was given in <xref rid="f2" ref-type="fig">Figure 2</xref> to
        show our methods for combining all the information. </p>
      <p>
        <fig id="f2">
          <label>Figure 2.</label>
          <caption>
            <p><bold>Graphical representation of the workflow</bold></p>
            <p><bold>Slika 2.</bold> Grafički prikaz tijeka rada</p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g2.png"/>
        </fig>
      </p>
      
    </sec>
    <sec sec-type="results and discussion">
      <label>RESULT AND DISCUSSION</label>
      <p>REZULTATI I RASPRAVA</p>
      <p>As mentioned above, topographic factors are very important for secondary forest roads. The
        research area generally has a steep topography. In <xref rid="f3" ref-type="fig">figure
          3</xref> the Digital Terrain Model (DTM) of the study area is represented.</p>
      <p>Given the mainly steep terrain slope classes 3, 4 and 5 (74.44%) predominated with the
        total area of 19269.74 ha, while the slope class 1 had the lowest cover according to the
        slope map of the study area (<xref rid="t3" ref-type="table">Table 3</xref>, <xref rid="t4"
          ref-type="table">Figure 4</xref>). When the roads are constructed in mountainous terrain,
        the excavated materials from the hillside are widely scattered downward the slope (<xref
          rid="Kim" ref-type="bibr">Kim et al. 2004</xref>; <xref rid="Hosseini" ref-type="bibr"
          >Hosseini et al., 2012</xref>). Properly locating a road depends on the type of road,
        geology, land use, hydrological network and the side slope of the ground. Evaluating the
        needs of forest roads of an area is fundamental to evaluate together with the accessibility
        of the forest and also the possibility to perform the silvicultural operations (<xref
          rid="Pellegrini" ref-type="bibr">Pellegrini, 2012</xref>). The clearing limit of roads and
        skid trails will vary, depending on ground slope and the amount of cut and fill required
          (<xref rid="Kramer" ref-type="bibr">Kramer, 2001</xref>). Ground slope is the most
        significant parameter influencing the off-road transportation (timber extraction) and
        consequently the choice of the extraction system. Therefore, we considered technical limits
        as per <xref rid="t2" ref-type="table">table 2</xref>, to select the appropriate extraction
        systems generally limited by distance from the road. </p>
      <p>
        <fig id="f3">
          <label>Figure 3.</label>
          <caption>
            <p><bold>Digital terrain model of research area</bold></p>
            <p><bold>Slika 3.</bold>Digitalni model terena istraživanoga područja</p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g3.png"/>
        </fig>
      </p>
      <p>
        <table-wrap id="t3">
          <label>Table 3. </label>
          <caption>
            <p><bold>Slope distribution for each class in the study area</bold></p>
            <p>
              <bold>Tablica 3</bold>. Raspodjela nagiba za svaku klasu u promatranom području </p>
          </caption>
          <table>
            <tbody>
              <tr align="center">
                <td>Layer Name <p><italic>Naziv sloja</italic></p></td>
                <td>Slope Class <p><italic>Klasanagiba</italic></p></td>
                <td>Slope Value (%) <p><italic>Vrijednost nagiba (%)</italic></p></td>
                <td>Area (ha) <p><italic>Područje (ha)</italic></p></td>
                <td>Proportion (%)<p>
                    <italic>Omjer (%)</italic></p></td>
              </tr>
              <tr align="center">
                <td rowspan="5">Slope <p><italic>Nagib</italic></p></td>
                <td>1</td>
                <td>0-10</td>
                <td>1644.01</td>
                <td>8.53</td>
              </tr>
              <tr align="center">
                <td>2</td>
                <td>11-20</td>
                <td>3281.18</td>
                <td>17.03</td>
              </tr>
              <tr align="center">
                <td>3</td>
                <td>21-33</td>
                <td>5180.00</td>
                <td>26.88</td>
              </tr>
              <tr align="center">
                <td>4</td>
                <td>34-50</td>
                <td>4845.67</td>
                <td>25.15</td>
              </tr>
              <tr align="center">
                <td>5</td>
                <td>…> 50</td>
                <td>4318.88</td>
                <td>22.41</td>
              </tr>
              <tr valign="middle" align="center">
                <td>Total <p><italic>Ukupno</italic></p></td>
                <td> </td>
                <td> </td>
                <td>19269.74</td>
                <td>100.00</td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
      </p>
      <p>
        <fig id="f4">
          <label>Figure 4.</label>
          <caption>
            <p><bold>The slope map of the study area</bold></p>
            <p><bold>Slika 4.</bold>Karta nagiba promatranog područja </p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g4.png"/>
        </fig>
      </p>
      <p>Aspect associated parameters such as exposure to sunlight; drying winds and rainfall are
        important factors in forest road and timber extraction systems. A road along the slope which
        gets the most sun will dry out faster after rainfall. Consequently, it will be subject to
        less damage from traffic thereby resulting in lower maintenance cost (<xref rid="Sessions"
          ref-type="bibr">Sessions 2007</xref>; <xref rid="Hosseini" ref-type="bibr">Hosseini et
          al., 2012</xref>). Therefore, we prepared an aspect map and displayed that all aspects
        were presented in the study area (<xref rid="f5" ref-type="fig">Figure 5</xref>). The
        largest areas of aspect are northwest, west and southwest directions, while the smallest
        areas are flat (<xref rid="t4" ref-type="table">Table 4</xref>). </p>
      <p>
        <fig id="f5">
          <label>Figure 5.</label>
          <caption>
            <p><bold>Aspect map of the study area</bold></p>
            <p><bold>Slika 5.</bold>Karta orijentacije nagiba u promatranome području</p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g5.png"/>
        </fig>
      </p>
      <p><table-wrap id="t4">
        <label>Table 4. </label>
        <caption>
          <p><bold>Aspect distribution for each class</bold></p>
          <p>
            <bold>Tablica 4</bold>. Raspodjela orijentacije za svaku klasu nagiba</p>
        </caption>
        <table>
          <tbody>
            <tr>
              <td  valign="top">
                <p>Layer Name</p>
                <p><italic>Naziv sloja</italic></p>
              </td>
              <td  valign="top">
                <p>Aspect Class</p>
                <p><italic>Klasa orijentacije</italic></p>
              </td>
              <td  align="center" valign="top">
                <p>Aspect Code</p>
                <p><italic>Kod orijentacije</italic></p>
              </td>
              <td  align="center" valign="top">
                <p>Area (ha<italic>)</italic></p>
                <p><italic>Područje (ha)</italic></p>
              </td>
              <td  align="center" valign="top">
                <p>Proportion (%)</p>
                <p><italic>Omjer (%)</italic></p>
              </td>
            </tr>
            <tr>
              <td rowspan="10" colspan="1" align="center">
                <p>Aspect</p>
                <p><italic>Orijentacija</italic></p>
              </td>
              <td  valign="top">
                <p>Flat</p>
                <p><italic>Ravno</italic></p>
              </td>
              <td  align="center">0</td>
              <td > 315.99</td>
              <td  align="center"> 1.64</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>North</p>
                <p><italic>Sjever</italic></p>
              </td>
              <td  align="center">1</td>
              <td >902.96</td>
              <td  align="center"> 4.68</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>North East</p>
                <p><italic>Sjeveroistok</italic></p>
              </td>
              <td  align="center">2</td>
              <td >963.17</td>
              <td  align="center"> 5.00</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>East</p>
                <p><italic>Istok</italic></p>
              </td>
              <td  align="center">3</td>
              <td >1099.44</td>
              <td  align="center"> 5.71</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>South East</p>
                <p><italic>Jugoistok</italic></p>
              </td>
              <td  align="center">4</td>
              <td >2174.75</td>
              <td  align="center">11.28</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>South</p>
                <p><italic>Jug</italic></p>
              </td>
              <td  align="center">5</td>
              <td >2809.19</td>
              <td  align="center">14.58</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>South West</p>
                <p><italic>Jugozapad</italic></p>
              </td>
              <td  align="center">6</td>
              <td >3481.58</td>
              <td  align="center">18.07</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>West</p>
                <p><italic>Zapad</italic></p>
              </td>
              <td  align="center">7</td>
              <td >3526.14</td>
              <td  align="center">18.30</td>
            </tr>
            <tr>
              <td  valign="top">
                <p>North West</p>
                <p><italic>Sjeverozapad</italic></p>
              </td>
              <td  align="center">8</td>
              <td >3996.51</td>
              <td  align="center">20.74</td>
            </tr>
            <tr>
              <td rowspan="1" colspan="2" align="center">
                <p>Total</p>
                <p><italic>Ukupno</italic></p>
              </td>
              <td >19269.74</td>
              <td > 100.00</td>
            </tr>
          </tbody>
        </table>
      </table-wrap></p>
      <p>Existing forest roads were digitized and a database was built using GIS as shown in <xref
          rid="f6" ref-type="fig">Figure 6</xref>. One major challenge in secondary road network
        planning is to determine timber extraction systems under different terrain conditions.
        Ground slope and topography which affect the forest road network were considered as
        correction factors according to <xref rid="Segebaden" ref-type="bibr">Segebaden
          (1964)</xref> and <xref rid="Lotfalian" ref-type="bibr">Lotfalian (2011)</xref>. <xref
          rid="Heinimann1998" ref-type="bibr">Heinimann (1998) </xref>reported that road spacing on
        slopes depends on the underlying off-road transportation technology. Considering the
        mentioned literature, road length, density, spacing and coverage were calculated as 226.34
        km, 11,74 m/ha, 851,7 m, and 51% respectively for the entire study area. 184 km of the
        existing roads have a longitudinal slope greater than 10% and 42 km have a long slope
        greater than 12%. (<xref rid="f7" ref-type="fig">Figure 7</xref>). </p>
      <p>
        <fig id="f6">
          <label>Figure 6.</label>
          <caption>
            <p><bold>Map and attribute data base of the forest road network</bold></p>
            <p><bold>Slika 6.</bold>Karta i baza atributnih podataka o mreži šumskih cesta </p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g6.png"/>
        </fig>
      </p>
      <p>
        <fig id="f7">
          <label>Figure 7.</label>
          <caption>
            <p><bold>Existing forest road network in Anbardağ Planning Unit</bold></p>
            <p><bold>Slika 7.</bold>Postojeća mreža šumskih cesta u Planskoj jedinici Anbardağ </p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g7.png"/>
        </fig>
      </p>
      <p>Timber extraction systems were determined on the basis of ground slope, extraction
        direction, extraction distance, forest road network, elevation and boundaries. Spatial
        location of five selected systems as; chainsaw-agriculture tractor, chainsaw-forest tractor,
        chainsaw-small size cable crane, chainsaw-medium size cable crane and chainsaw- sledge
        yarder are shown in <xref rid="f8" ref-type="fig">figure 8</xref> according to our model
        considering above mentioned parameters and influencing factors such as technical limits of
        felling and timber extraction. </p>
      <p>
        <fig id="f8">
          <label>Figure 8.</label>
          <caption>
            <p><bold>Spatial location of timber extraction systems in forest of the study
                area</bold></p>
            <p><bold>Slika 8.</bold>Prostorni smještaj sustava privlačenja drva u šumi promatranog
              područja </p>
          </caption>
          <graphic xlink:href="sumlist-141-163-g8.png"/>
        </fig>
      </p>
      <p>Outputs of the developed model displayed that, chainsaw–small size cable crane (36.76%) and
        chainsaw–medium size cable crane (27.94%) systems covered the largest forest area followed
        by chainsaw–forest tractor (23.52%), chainsaw–agriculture tractor (10.29%) and
        chainsaw–sledge yarder (1.49%). The model presented in the paper was developed as a tool for
        planning forest operations. </p>
      <p>There is no recorded study in the literature about determining timber extraction system
        considering five different systems. There are some studies exist, however they generally
        focus on one system and basically analyses the cost or efficiency of the selected method or
        the system. Therefore, the outputs of the conducted study couldn’t compare with similar
        studies. On the other hand, a few studies conducted for the allocation of timber extraction
        systems but under different conditions. For instance, <xref rid="Pentek" ref-type="bibr"
          >Pentek et al., (2008)</xref> developed a model for selecting a harvesting system for
        commercial forests of Northern Velebitis based on three influencing factors: terrain slope,
        extraction distance and breast height diameter of trees. Based on the model, a harvesting
        system is determined for each forest sub compartment. The results show that breast height
        tree diameter restricts mechanized felling and processing. They found that considering the
        fully mechanized nine harvesting systems, only over 7.27% of the researched area could be
        used.</p>
      
      
      
    </sec>
    <sec sec-type="conclusion">
      <label>CONCLUSIONS</label>
      <p> ZAKLJUČCI</p>
      <p>The results of this study put forth that GIS is one of the most valuable tools in locating
        and analyzing mountainous areas for forest road network planning and model for timber
        extraction system.</p>
      <p>The maps of elevation, slope, aspect, forest road network and timber extraction were
        prepared and classified. In this study the total length of existing forest road network was
        226,34 km, road density was 11,74 m/ha, road spacing was 851,7 m and road coverage was 51% .
        The GIS based timber extraction model, presented in this paper, has been developed for
        planning in harvesting operations. The timber extraction systems were determined on the
        basis of factors, such as slope, extraction direction extraction distance, existing forest
        road network, elevation and boundaries. While the forest road network allows access to the
        forest area, the system of timber extraction can be considered as the technical limit which
        defines the part of forest that can be managed with the present roads. The model selected
        timber extraction systems as; steep terrain chainsaw–small size cable crane (36.76%) and
        chainsaw–medium size cable crane (27.94%) for the study area.</p>
      <p>In conclusion, options for more economically and environmentally friendly timber raw
        material production planning became more evident for the planners. The results showed that
        wecould provide an integrated harvesting operation solutions for a characteristic
        mountainous area in Turkey based on GIS techniques.</p>
      <p>The methodology developed for this study can also easily be applied to the other planning
        units as long as the requirements are met such as digitized contours, existing roads and
        boundaries. </p>
    </sec>
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