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  <front>
    <journal-meta id="journal-meta-394d72bcf5f34baab1f3ce9a13a0019a">
      <journal-id journal-id-type="nlm-ta">Sciresol</journal-id>
      <journal-id journal-id-type="publisher-id">Sciresol</journal-id>
      <journal-id journal-id-type="journal_submission_guidelines">http://ugit.net/publication_fsjoaj3qdho/geographical-analysis_su-zbsigk49/</journal-id>
      <journal-title-group>
        <journal-title>Geographical Analysis</journal-title>
      </journal-title-group>
      <issn publication-format="electronic">XXXX-XXXX</issn>
      <issn publication-format="print"/>
    </journal-meta>
    <article-meta id="article-meta-bdd9b2485dc24c289847a5e536bdfcc5">
      <article-id pub-id-type="doi">10.53989/bu.ga.v11i2.22.4</article-id>
      <article-categories>
        <subj-group>
          <subject>Research Article</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title id="article-title-4c435a3a2a1e45b3bfad43f586e7fd09">
          <bold id="strong-7191f3c3672d45858064181813956403">Hydrological Inferences </bold>
          <bold id="strong-1158da4d226b4145b0f5ebb73898d0f3">f</bold>
          <bold id="strong-f18e00306ef842a2b7b89851a1ecf256">rom Watershed Analysis </bold>
          <bold id="strong-8bd36deff01a4589848c83e9957cf529">f</bold>
          <bold id="strong-e7e1610ebf66429cb04b0298a8cce2d9">or Sustainable Water Management Using Geoinformatics </bold>
          <bold id="strong-1b3e0c5c9b234c629d9068ab1f71fffb">Approach</bold>
        </article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes">
          <name id="name-3aeffbca5b1c4f6fb19de40f880bcdec">
            <surname>Gadakh</surname>
            <given-names>Bharat</given-names>
          </name>
          <email>gadakhbharat@gmail.com</email>
          <xref id="x-8cd8cc05b6aa" rid="a-24682be06e6f" ref-type="aff">1</xref>
        </contrib>
        <contrib contrib-type="author">
          <name id="name-2042d32ad5cf4fd9bd1687001bd31c46">
            <surname>Jaybhaye</surname>
            <given-names>Ravindra</given-names>
          </name>
          <xref id="x-3394158c1391" rid="a-23e73ccd5f3c" ref-type="aff">2</xref>
        </contrib>
        <aff id="a-24682be06e6f">
          <institution>Department of Geography, KTHM College, Nashik</institution>
        </aff>
        <aff id="a-23e73ccd5f3c">
          <institution>Professor, Department of Geography, SPPU, Pune</institution>
        </aff>
      </contrib-group>
      <volume>11</volume>
      <issue>2</issue>
      <fpage>16</fpage>
      <history>
        <date date-type="received">
          <day>2</day>
          <month>4</month>
          <year>2022</year>
        </date>
      </history>
      <permissions>
        <copyright-year>2022</copyright-year>
      </permissions>
      <abstract id="abstract-abstract-title-ff991f13f19d48f8b353e0520f9f3309">
        <title id="abstract-title-ff991f13f19d48f8b353e0520f9f3309">Abstract</title>
        <p id="paragraph-5792e2380b6b477c95a8dffd2b61d267">The rapid growth of urbanization, industrialization, an exponential increase in population and change of climate along with uneven distribution of rainfall make proper water management and planning of storage is very challenging. Satellite-based geoinformatics technology has supported to be an efficient tool in the analysis of drainage networks, surface morphological features, and interrelation with groundwater management at the watershed level. Geoinformatics approach such as remote sensing and Geographic information system has used for extraction of watershed analysis using Cartosat Digital Elevation Model (DEM) satellite images for assessment of drainage and extraction of their relative parameters For the Darna watershed in Nashik district, Maharashtra. In the study Hydrological parameters drainage analysis, topographical parameters, and land-use patterns has evaluated and interpreted for sustainable watershed management. The results reveals that Cartosat Data Dem based hydrological evaluation of watershed-scale is applied and accurate compared to available various technique. </p>
      </abstract>
      <kwd-group id="kwd-group-7f2902d5857d4ceda97f24fa28c56487">
        <title>Keywords</title>
        <kwd>CARTOSAT-DEM</kwd>
        <kwd>Geoinformatics</kwd>
        <kwd>LISS­IV</kwd>
        <kwd>Darna Basin</kwd>
        <kwd>Watershed</kwd>
      </kwd-group>
    </article-meta>
  </front>
  <body>
    <sec>
      <title id="title-ffa0d44f3c634ba49825707933cc7a3e">Introduction</title>
      <p id="paragraph-35125a5eaf1a42509cce40edafc4f8a9">The rapid growth of urbanization, industrialization, an exponential increase in population and change of climate along with uneven distribution of rainfall make proper water management and planning of storage is very challenging. Urban sprawl and growth of population in countries such as India has increased stress of water resource, because of more use for domestic, agriculture and industrial needs <xref id="x-f77d68d02d0b" rid="R226713230377783" ref-type="bibr">1</xref>. The increased use of water has affected and groundwater supplies and it has resulted in an acute water crisis <xref id="x-7ca2f2a278e9" rid="R226713230377787" ref-type="bibr">2</xref>. Therefore, there is an urgent need for the assessment of water resources because they play a significant role in the sustainability of livelihood and regional economic activity in the whole world. Water is essential for drought conditions as well as plays a principal role in food security at local to global levels. Today's growth of population and urbanization has led to over-utilization of the resources, thus exerting pressure on the limited civic amenities of an urban area, which are on the threshold of breakdown <xref rid="R226713230377782" ref-type="bibr">3</xref>, <xref rid="R226713230377715" ref-type="bibr">4</xref>. The water resources with proper prioritization for its sustainable development <xref id="x-e908daed3f78" rid="R226713230377768" ref-type="bibr">5</xref>.﻿</p>
      <p id="paragraph-c98bbddf969f43e3a13c89693ead5245">The morphometric analysis in important to understand the hydrological behavior of the watershed for the development and management of natural resources <xref rid="R226713230377728" ref-type="bibr">6</xref>, <xref rid="R226713230377788" ref-type="bibr">7</xref>, <xref rid="R226713230377710" ref-type="bibr">8</xref>. The morphometric analysis of watersheds can afford information about the hydrological nature of the rocks exposed within a watershed. Morphometric analysis of a watershed provides a quantitative description of the drainage system which is an important aspect of the characterization of watershed <xref id="x-2a812fa270f5" rid="R226713230377724" ref-type="bibr">9</xref>.</p>
      <p id="paragraph-3a614077bc51443a84ee805d27bd52c3">Basin map of drainage map can be offered a reliable index of permeability of rocks and their relationship between the type of rock, structure, and hydrological status. Watershed characterization and management requires detailed information for topographic features, analysis drainage network, water divide line, channel length, set up of geomorphologic and geological of the area for proper watershed management and implementation plan in water conservation methods <xref id="x-53656db3bad2" rid="R226713230377766" ref-type="bibr">10</xref>.</p>
      <p id="paragraph-e87fdf17d1d141c6b39a636d6c29dd35">Recently, Remote sensing data, along with increased resolution from satellite platforms, makes these technologies appear poised to make a better impact on land resource management initiatives involved in monitoring Land use and Land cover mapping and change detection at varying spatial ranges in various regions <xref rid="R226713230377783" ref-type="bibr">1</xref>, <xref rid="R226713230377787" ref-type="bibr">2</xref>. It has understanding severe stresses due to the combined effects of a growing population and climate change <xref id="x-d20e2b0623ad" rid="R226713230377782" ref-type="bibr">3</xref>. Satellite data provide quick and useful baseline information about the factors controlling the occurrence and movement of groundwater <xref rid="R226713230377715" ref-type="bibr">4</xref>, <xref rid="R226713230377751" ref-type="bibr">11</xref>, <xref rid="R226713230377744" ref-type="bibr">12</xref>.</p>
      <p id="paragraph-5d99f5bd216349958fd43b97b714a232">Hydrological indications are one of the promising scientific tools for the assessment and management of water resources. Drainage morphometric analysis is a prerequisite for selection of water recharge site, watershed modeling, runoff modeling, delineation of watershed, prospect mapping and groundwater modeling <xref rid="R226713230377782" ref-type="bibr">3</xref>, <xref rid="R226713230377739" ref-type="bibr">13</xref>. The drainage network analysis has performed to understanding geological variation, information of topographical features and basin structure, and their relationship. Geoinformatics tools based drainage basin evaluation has been carried out by several researchers for different terrains. It has proved to be a very scientific tool for the generation of precise and updated information for characterization of drainage basin parameters <xref rid="R226713230377782" ref-type="bibr">3</xref>, <xref rid="R226713230377738" ref-type="bibr">14</xref>.</p>
      <p id="paragraph-3469e7ad8676429593392f92c69297f7">The fast-emerging spatial information technology, remote sensing, GIS, and GPS have effective tools to overcome most of the problems of land and water resources planning and management rather than conventional methods of data process <xref id="x-15aada9131b0" rid="R226713230377729" ref-type="bibr">15</xref>. Using the LPS method for sensor geometry modeling the extraction of the corresponding DEM produced good results that are suitable for the operational use in the planning and development of natural watersheds. The DEM accuracy, analyzed both at the point mode and the surface mode, produced good results <xref id="x-13ab14dbb7bf" rid="R226713230377781" ref-type="bibr">16</xref>. Cartosat-1 stereo data can be considered as high accuracy <xref id="x-b74a113341e0" rid="R226713230377714" ref-type="bibr">17</xref>. The images acquired by the satellite can be safely used for the purposes it has been designed for <xref id="x-cd22fb8f3a32" rid="R226713230377711" ref-type="bibr">18</xref>, i.e., gathering elevation data with accuracy sufficient for maps with the scale of 1:25,000.</p>
      <p id="paragraph-c7d4437519bf4053be31f1544ea0f495">In previous time, topographical map and field survey used for extracting of drainage morphometric parameters. Recently, drainage parameter extractions from the last two decades are more popular from digital topographical information which is called DEM (Digital Elevation Model), which is a very fast, exact, updated, and inexpressive way of watershed analysis.</p>
      <p id="paragraph-64c34037d66144628ae929524a13682b">Digital elevation model(DEM) such as from the Shuttle radar topography mission(SRTM) or the ASTER GDEM product has been used to extracting different geomorphological parameters of drainage basins including drainage networks, catchment divides, slope gradient and aspect and upstream flow contributing areas. GIS-based watershed evaluation using Advanced Spaceborne Thermal Emission and Reflection Radiometer (ASTER) Global Digital Elevation Model (GDEM) and CARTOSAT Data and Shuttle radar Topographic Mission (SRTM) data have given a precise fast and an inexpensive way for analyzing hydrological systems. The drainage delineation shows better accuracy and clear demarcation of catchment ridgeline and more reliable flow path prediction in comparison with ASTER. The results qualify Indian DEM for using it operationally which is equivalent and better than the other publicly available DEMs like SRTM and ASTERDEM <xref rid="R226713230377765" ref-type="bibr">19</xref>, <xref rid="R226713230377723" ref-type="bibr">20</xref>.</p>
      <p id="paragraph-fa64d70968d1449c9e123631eb54b391">Today some researchers have utilized remote sensing data and DEM to extract the catchment hydrological parameters to delineate storage areas. The digital elevation models are a very accurate tool for morphological parameter evaluation and watershed delineation for watershed management <xref id="x-5de9aad3fe74" rid="R226713230377782" ref-type="bibr">3</xref>.</p>
      <p id="paragraph-67db3c28604144e7b8eef4b12b679ebc">The use of digital elevation model through geographical information system (GIS) is a power full approach in this matter, since automatic methods to analyze topographic features are allowed with both operational and quality advantage while using ASTER GDEM, SRTM, and CARTOSAT Data with GIS techniques is a speed precision, fast and inexpensive way for calculating morphometric analysis.  Recently, Numerous studies on morphometric analysis from DEMs have been carried out across the national and international level <xref rid="R226713230377766" ref-type="bibr">10</xref>, <xref rid="R226713230377738" ref-type="bibr">14</xref>, <xref rid="R226713230377723" ref-type="bibr">20</xref>, <xref rid="R226713230377762" ref-type="bibr">21</xref>, <xref rid="R226713230377767" ref-type="bibr">22</xref>, <xref rid="R226713230377757" ref-type="bibr">23</xref>, <xref rid="R226713230377776" ref-type="bibr">24</xref>, <xref rid="R226713230377749" ref-type="bibr">25</xref>, <xref rid="R226713230377716" ref-type="bibr">26</xref>, <xref rid="R226713230377752" ref-type="bibr">27</xref>, <xref rid="R226713230377784" ref-type="bibr">28</xref>, <xref rid="R226713230377732" ref-type="bibr">29</xref>, <xref rid="R226713230377758" ref-type="bibr">30</xref>, <xref rid="R226713230377712" ref-type="bibr">31</xref>, <xref rid="R226713230377769" ref-type="bibr">32</xref>, <xref rid="R226713230377763" ref-type="bibr">33</xref>, <xref rid="R226713230377720" ref-type="bibr">34</xref>, <xref rid="R226713230377755" ref-type="bibr">35</xref>, <xref rid="R226713230377733" ref-type="bibr">36</xref>, <xref rid="R226713230377779" ref-type="bibr">37</xref>, <xref rid="R226713230377736" ref-type="bibr">38</xref>, <xref rid="R226713230377789" ref-type="bibr">39</xref>, <xref rid="R226713230377770" ref-type="bibr">40</xref>, <xref rid="R226713230377742" ref-type="bibr">41</xref>, <xref rid="R226713230377786" ref-type="bibr">42</xref>, <xref rid="R226713230377745" ref-type="bibr">43</xref>, <xref rid="R226713230377785" ref-type="bibr">44</xref>, <xref rid="R226713230377713" ref-type="bibr">45</xref>, <xref rid="R226713230377777" ref-type="bibr">46</xref>, <xref rid="R226713230377717" ref-type="bibr">47</xref>, <xref rid="R226713230377756" ref-type="bibr">48</xref>, <xref rid="R226713230377718" ref-type="bibr">49</xref>, <xref rid="R226713230377747" ref-type="bibr">50</xref>, <xref rid="R226713230377725" ref-type="bibr">51</xref>, <xref rid="R226713230377780" ref-type="bibr">52</xref>, <xref rid="R226713230377759" ref-type="bibr">53</xref>.</p>
      <p id="paragraph-c91d282b6b9547eda8b178e3fde49dc2">Dynamic, low-intensity monsoons create further shortages of surface water supply. As a result, the demand for groundwater resources has increased tremendously from year to year, causing a drastic decline in groundwater levels. Over-exploitation of groundwater has led to the drying up of the aquifer zones in several parts of the country. It is, therefore essential to increase the recharge of the basin for the water management program at watershed level <xref rid="R226713230377782" ref-type="bibr">3</xref>, <xref rid="R226713230377729" ref-type="bibr">15</xref>.</p>
      <p id="paragraph-baea0bc5e1ca435c8a09c274769aa9d6">The present study comes under the semi-arid region and received maximum recharge through rainfall and the area urgently required integrated watershed-based morphometric analysis to understand the physiographic status of the study area. The hydrological analysis of watershed and their morphometric evaluation of Darna watershed, Nashik district of Maharashtra were carried out for water resource management through the use of CARTOSAT DEM, LISS-IV Image, and GIS analysis. The main objective of present the work is to investigate and identify various drainage parameters to understand the geometry of the watershed for the conservation and management of water resources in a sustainable. The result observed in the present work can be the scientific database for further detailed hydrological investigation and finds out the alternative solutions for water harvesting in the study area through the use of water conservation methods (Nala Banding, Counter trenching, check dam, water storage tank) based on observed calculation. Assessment of the watershed has been useful for resource management, planning and implementation of the development of soil and water conservation erosion control in river catchment.</p>
      <sec>
        <title id="t-ba3a68a5d63a">Study area</title>
        <p id="paragraph-4896db62f8da432092e046c1721a91c6">The study area Darna watershed extends between 19° 35<bold id="strong-a5779133a41d4abea2f5bca9a18ed8c1">' </bold>00'' North latitude to<bold id="strong-2df51e9124294cc79fca209dcc727f94"> </bold>19° 59' 17'' North latitude, and 73° 31' 12'' E to 73° 58' 58'' East longitude, the watershed has 570 m to 1520 m from sea level with an area of about 1304 km<sup id="superscript-3c8c69b1306d45d597852b4bdf39e34f">2 </sup>(<xref id="x-d410fcfb8b5f" rid="f-5ac97ffebcc6" ref-type="fig">Figure 1</xref>) in the study area Darna river is the tributaries of Godariv river in Nashik district is located on the northern part of Maharashtra. It originates on the northern slopes of Kulung Hill at elevation 1040 m in Sahyadri ranges about 13 km southeast in Igatpuri Tahsil Nashik district (Gadakh, 2020; Gadakh and Jaybhaye, 2020). On the right bank at Belu village, the river Darna confluences with river Kadva, and on the left bank, it has tributaries namely Vaki, Unduhol, Valdevi, and others such as Bham Nadi. The climate of the study area is characterized by a hot summer and general dryness expect during the southwestern monsoon. The watershed has 1520 m maximum elevation, and the lowest elevation is 570 m with rugged topography. The upper catchment area receives high rainfall (3000–4000 mm), and annual temperature ranges between 18 and 38 °C. It has a long and meandering course, and its bed is wide and sandy. </p>
        <p id="p-e4777e643a33"/>
        <fig id="f-5ac97ffebcc6" orientation="portrait" fig-type="graphic" position="anchor">
          <label>Figure 1 </label>
          <caption id="c-e2fa5de0d3df">
            <title id="t-179c04d72c97">Location map of the Darna Watershed</title>
          </caption>
          <graphic id="g-e6b715076341" xlink:href="https://typeset-prod-media-server.s3.amazonaws.com/article_uploads/594ab341-af6f-4318-bc6c-c07af9b3bfe9/image/03607d4a-809e-4ba4-8c53-b51eb01677d2-uimage.png"/>
        </fig>
        <p id="p-8a7bd851b690"/>
      </sec>
      <sec>
        <title id="t-5ca76a36914f">Database</title>
        <p id="paragraph-25cc78a1649d4342a4ae19d583a4c283">Morphometric quantitative analysis and drainage pattern provides associated information about the hydrological situations and nature of rock formation exposed within the watershed. Morphometric analysis of a basin indicates permeability, storage scarcity of the rocks and indicates the yield of the basin</p>
        <p id="paragraph-ff6cf6786ebd4a86af41e669b6f038ec">In the research work an integrated use of Multispectral satellite data, DEM (digital elevation model) SOI one inch topographical sheets were utilized for the creation of database and extraction of various drainage parameters. The information of the data used is shown in <xref id="x-1a6eafbe1221" rid="table-wrap-916bf69cf2f64396913311f9245c9248" ref-type="table">Table 1</xref>.</p>
        <table-wrap id="table-wrap-916bf69cf2f64396913311f9245c9248" orientation="portrait">
          <label>Table 1</label>
          <caption id="caption-65c15fb1000b4c359b0fa06065769624">
            <title id="title-1f1cb8bfe8e24e4cafecdb93f2dbc204">Information of data used</title>
          </caption>
          <table id="table-f34fcc3dd1e2451abb3e6b9864e37364" rules="rows">
            <colgroup>
              <col width="28.42"/>
              <col width="43.43"/>
              <col width="28.15"/>
            </colgroup>
            <tbody id="table-section-1d9b50f1fd6b43da86ad36de65cfc87d">
              <tr id="table-row-f34563a8543248a2b3c18c1802a5c508">
                <td id="table-cell-1b3308499fd544aebb43779917338fa8" align="left">
                  <p id="paragraph-930f749095e4489a89b6c480a508950f"> <bold id="strong-ab4ad60fae2a4ae4b73ff7893323daa1">Type of data </bold></p>
                </td>
                <td id="table-cell-87826c70c2bb437281e004b9d4ef7bf5" align="left">
                  <p id="paragraph-8781d254b98447cda86a36a90d9164bb"> <bold id="strong-559c6127d5a641ed89751b700ff8f495">Particulars of data </bold></p>
                </td>
                <td id="table-cell-e9cb9e3364b84d9186732517f18e75ac" align="left">
                  <p id="paragraph-898783f015b942eea1bd7f14a3b56422"> <bold id="strong-90c2c15629dd41cc88ce8fb06d94613d">Sources </bold></p>
                </td>
              </tr>
              <tr id="table-row-ef797901159140c2a0f2e1ebee225b4f">
                <td id="table-cell-2733bbbf7d744266b90a480204992bce" align="left">
                  <p id="paragraph-d235ae2ed7524c2787ccca669cdc2c74">Survey of India(SOI) Toposheets, </p>
                </td>
                <td id="table-cell-cb7b5a2eecc0478f84a1f26d7eb8f112" align="left">
                  <p id="paragraph-d00c90ffd5a34c629fe2176d1d35bbea">Toposheets No Scale 1:50000 47 E/9,10</p>
                </td>
                <td id="table-cell-66defd77ded34e8eac2951dedc1480ea" align="left">
                  <p id="paragraph-e0cba1d59fa74803b7be4459f3a73082">Survey of India (SOI) India </p>
                </td>
              </tr>
              <tr id="table-row-e09ffa34721c4f3a89470e0824f9a8b2">
                <td id="table-cell-b4775ccb04e04de1b2afda750330e3ad" align="left">
                  <p id="paragraph-aa04d9115c4945dc8384af53dc9b9acd">LISS-IV I, Image </p>
                </td>
                <td id="table-cell-2bcc7cde0d5e4277bc0a0ad8aaf2bc45" align="left">
                  <p id="paragraph-34a53d931ace44cf9b71822f25c0e3c6">Path/Row 95/58  Dated: 27.04.2017</p>
                </td>
                <td id="table-cell-3780c0c81da3412392e1dd477fd5a458" align="left">
                  <p id="paragraph-993fe1070d404dfaa6468bbdb6134cdc">www.nrac.gov.in</p>
                </td>
              </tr>
              <tr id="table-row-2edf2c6f0994438a82cbd67e2df2991a">
                <td id="table-cell-cd6bf1d037f045c09cbf86948020f942" align="left">
                  <p id="paragraph-16e6d425f40f40d6b1e678b4ba5fa382">CARTOSAT DEM</p>
                </td>
                <td id="table-cell-8c42271362fd4caebd2cca7e054aa1ba" align="left">
                  <p id="paragraph-4b1061d11a5c4bb2a33addcdebbc44fc">Carto DEM Ver.3 (30M)</p>
                </td>
                <td id="table-cell-450616980b204094976a043d6ddab612" align="left">
                  <p id="paragraph-39bbda1221c641b99087d57924da0ca1">www.bhuvan.nrsc.gov.in</p>
                </td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
      </sec>
    </sec>
    <sec>
      <title id="title-ced5425cd13949e0a9e536eb655a86b5">Methodology </title>
      <p id="paragraph-74af1d5e92b74096b33a10c0cd0b2772">Following methodology was followed for watershed analysis:</p>
      <list list-type="bullet">
        <list-item id="li-61669bc21dc0">
          <p>The survey of India toposheets was geometrically rectified and geo-referenced with the help of GCP (ground control point) points. It has used UTM projection and datum WGS 84. All geocoded toposheets has a mosaic using ERDAS imaging 14.2 image processing software.</p>
        </list-item>
        <list-item id="li-54dcc1171faa">
          <p>Darna watershed delineated from CARTOSAT DEM and SOI topographical sheets of the study region by using data preparation option in Erdas Imaging software with the help of prepared shapefile of the watershed and the same shapefile has used to mask and subset the Cartosat DEM, SOI toposheets and Satellite image of the study region. </p>
        </list-item>
        <list-item id="li-0ee8630486bb">
          <p>Resource sat LISS-IV image (27.4.2019) image has utilized to preparation the land use and land cover map and updating of map of watershed.</p>
        </list-item>
        <list-item id="li-db3fe342b4d2">
          <p>DEM (Digital Elevation Model) of the watershed was extracted from CARTOSAT DATA with 30 M resolution (downloaded from the www.bhuvan.nrsc.gov.in website). The CARTOSAT DEM has used to prepare topographic slop, Aspect map, drainage map of the watershed using Spatial Analyst tool of ARC GIS 10.00.</p>
        </list-item>
        <list-item id="li-21bd42b4a523">
          <p>All the extracted parameters form LISS-IV Images and Cartosat DEM data like the number and lengths of streams of each different order, Drainage area, watershed Parameter, total watershed length, and width has calculated with help of ARC GIS 10.00 Software. Drainage density, drainage frequency, shape form factors, circulatory ratio and elongation ratio etc. The methodologies adopted for the computation of morphometric parameters are given in <xref id="x-dc588b2a667f" rid="table-wrap-cf542319e0de49c39c1023ce60801d19" ref-type="table">Table 2</xref>.</p>
        </list-item>
      </list>
    </sec>
    <sec>
      <title id="t-b61ad6a72859">Result and Discussion</title>
      <p id="paragraph-e11bc0e867e140aca31102ee8a13b5cd">Assessment of watershed using quantitative morphometric analysis has described basin geometry to understand initial slope or inequalities in the rock hardness, structural controls, recent diastrophism, geological and geomorphic history of drainage basin <xref id="x-88394f944323" rid="R226713230377724" ref-type="bibr">9</xref>. A drainage map of a basin provides a reliable index of permeability of the rock and indicates the yield of the basin. </p>
      <p id="paragraph-9228ad9e30de4bdba554ee92070af025">The digital elevation model has been obtained with a pixel size of 30 M. It has used to calculate slope and aspect map of the watershed. A drainage network of development has depended on geology, rainfall apart from endogenic and exogenic forces of the study region. </p>
      <p id="paragraph-326bc83b391f48879e02fbdfe2425bac">CARTOSAT DEM (Digital Elevation Model) data has used for extraction of slope, aspect, and morphometric analysis of the watershed. ARC GIS Software has evaluated linear, areal, and relief aspects of the watershed. Recently, Geospatial technology has well-developed, it impacts the analysis of drainage basin has been more accurate and precise for morphometric parameter evaluation with excellent accuracy. Satellite image and geographical information system tools had utilized to extract data on the spatial deviations in drainage characteristics thus providing an insight into hydrologic situation necessary for developing watershed sustainable management <xref id="x-c084f362c817" rid="R226713230377749" ref-type="bibr">25</xref>.</p>
      <p id="paragraph-1bcdc5cbb8de4387acb3a149b081b710">Hydrogeological observations, intergraded with drainage analysis provide useful clues regarding broad relationships among the geological framework of the watershed. Therefore the results reveal different levels of agreement using morphometric analysis, which were supposed to be different from one region to another.  Topography and geology are the main factors controlling groundwater storage are different in space and time, and the majority of these factors depend on the following parameters: (1) Vegetation cover is available in the study to regain <xref id="x-5bffa7805e51" rid="R226713230377743" ref-type="bibr">54</xref> (2)Precipitation availability as the source of water; (3) drainage characteristics have a role in the distribution of runoff and indicate an inﬁltration scheme and it governs the behavior of water ﬂow on terrain surface vertically and horizontally (4) rock type for which the lithologic character governs the ﬂow and storage management (5) slope is another inﬂuencing factor and it controls water ﬂow energy, which plays a role in facilitating water ﬂow in the basin <xref id="x-9b822cc2b1bb" rid="R226713230377782" ref-type="bibr">3</xref>. The morphometric analysis has achieved through measurements of linear, areal and relief aspects of watershed.</p>
      <p id="paragraph-7af0de8f3f8e4e03ac8e6a7bf2de0950">Quantitative morphometric analysis of Darna watershed has been carried out to assess the drainage characteristics using ARC GIS Software for calculation and topology building of different morphometric parameters. Linear and aerial parameters and their characters have calculated such as basin area, basin length, bifurcation ratio, drainage density, stream frequency circulatory ratio elongation ratio.</p>
      <list list-type="bullet">
        <list-item id="li-93002c1af5cf">
          <p>
            <bold id="strong-6c05188f75714c159ccd6ec2b651f9fd">Linear aspect or Drainage network analysis of Darna watershed</bold>
          </p>
        </list-item>
      </list>
      <p id="paragraph-25d7ad89e8c74b4ca4cb400bbf27c893">Linear parameters of the study area have been closely related to the channel patterns of the stream network in which the topographic physiognomies of the stream segments in terms of open relations of the drainage system. The details of various morphometric parameters used in the research work <xref id="x-7c49e674c6a7" rid="table-wrap-ef8475fd349b4d32b0c0ab0cc55737f6" ref-type="table">Table 3</xref>.</p>
      <list list-type="bullet">
        <list-item id="li-187bf0a888a4">
          <p>
            <bold id="strong-28ac7b7f80ce47a78f78f96e4d00201a">Stream </bold>
            <bold id="strong-e7815213b8d5461e9e81537808a73aa5">order (So)</bold>
          </p>
        </list-item>
      </list>
      <p id="p-4f9082fc275f">Stream ordering is the main process for watershed analysis. In the present study, the stream ordering has been ranked based on a method proposed from the extracting stream from the Cartosat Digital elevation model with using ARC GIS special analyst tools <xref rid="R226713230377724" ref-type="bibr">9</xref>, <xref rid="R226713230377725" ref-type="bibr">51</xref> . The whole has classified as a seven basin order with a stream length of 3324.954km.and perimeter of 198.05 sq.km. in the present study the stream. It is noticeably seen that the maximum number of stream was found in the first order and as the stream order increases with a decrease in stream number. It is significant factors the number of streams order has been understanding the physiography and structural condition of the study area. Drainage map with stream order of the Darna watershed (<xref id="x-088fdc502998" rid="f-0106bf771359" ref-type="fig">Figure 2</xref>).  </p>
      <list list-type="bullet">
        <list-item id="li-f7c78ca7d99e">
          <p>
            <bold id="strong-77b967b2cc4241ae8e992d40f3605189">Stream </bold>
            <bold id="strong-132818616fd5459682ff50d0f3da5bdf">number</bold>
            <bold id="strong-488dd311e62245eb9e733c8d24ed6e68"> (Nu)</bold>
          </p>
        </list-item>
      </list>
      <p id="p-08c23c590026">1<sup id="superscript-cfe95a27fe59404180cab185eafecc40">st</sup> to 7<sup id="superscript-4aca09a91f2f4f79aaac6700b74cadc4">th</sup> orders stream has various of the basin. Stream ordering of the Darna watershed was computed using ARC GIS software by applying the law proposed by Horton, 1945 <xref id="x-b56cefdd780e" rid="R226713230377780" ref-type="bibr">52</xref>  says that the numbers of stream sections of each order form an inverse geometric sequence with stream order number. This change in stream orders may indicate flowing of streams from high altitude and lithological variations. The total number of streams in the Darna watershed is 6134 in that 4626 streams are 1<sup id="superscript-ac9f5a73a890473b9e58718d614f500c">st</sup> order,956 2nd order,3<sup id="superscript-5b1cda457c594ee9927341109126f510">rd</sup> order 305, 4<sup id="superscript-a2092664f5514d15b30b2fb1e780047f">th</sup> order 37, 5th order 07, 6<sup id="superscript-2cfa927d7464454d83198e9f40dde36c">th</sup> order 02 and 7<sup id="superscript-e13b8fd44a4d45f5b1460fa9272a00c8">th</sup> order 01. The first order streams account for 4826 of the total stream numbers in the Darna watershed. The maximum numbers of 1<sup id="superscript-3936e586f8b14390aecdec96e649d637">st</sup> order streams indicated the intensity of permeability and infiltration characteristics of the study area.</p>
      <table-wrap id="table-wrap-cf542319e0de49c39c1023ce60801d19" orientation="portrait">
        <label>Table 2</label>
        <caption id="caption-127c55c2c2b7435bba7e22f494ee6d21">
          <title id="title-19971447fcb54e36817522789db3a159">Methodology adopted for computations of morphometric parameters</title>
        </caption>
        <table id="table-ed591fa5b49f45b99781f3f7dc2f56d3" rules="rows">
          <colgroup>
            <col width="8.91"/>
            <col width="43.040000000000006"/>
            <col width="23.53"/>
            <col width="24.520000000000003"/>
          </colgroup>
          <tbody id="table-section-ca78278b2bdb4867a8f93778a8082f24">
            <tr id="table-row-d5ac0be792f74531a123db50ea1b51cd">
              <td id="table-cell-a0153ee1590b4f93b774fad4ecdebcbc" align="left">
                <p id="paragraph-c3aeba712eca4b6abbcfd3d9517a31eb"> <bold id="strong-b85b53497a3e4399bdc81c989561c883">Sr.no</bold></p>
              </td>
              <td id="table-cell-9fb8670a09374d979133e3d0c948e3fe" align="left">
                <p id="paragraph-fa2afe92497e4839b060d252a61e22e5"> <bold id="strong-61d5aca6c9f3450ca08788f6bf7aa582">Morphometric Parameters</bold></p>
              </td>
              <td id="table-cell-ab9188138f6940f59a2c0d9c6433588c" align="left">
                <p id="paragraph-ad3283a79ca04e129d0140b2a5e0a5f3"> <bold id="strong-fc87418023b94014b4a716b0b01ff1cb">Formulae</bold></p>
              </td>
              <td id="table-cell-6f4f0895fc984858b71b6ca78c0ef869" align="left">
                <p id="paragraph-bf78adc8c1ce46ebb18ea2fd34b18af4"> </p>
              </td>
            </tr>
            <tr id="table-row-724f5f0504de449c87f08bcd58219d34">
              <td id="table-cell-822100d2585d47988d7daaf293ef1fb7" colspan="2" align="left">
                <p id="paragraph-2d8ec0af785a41bc96a9ba193b8873c5"> <bold id="s-c8caa50b4cd7">A.</bold> <bold id="strong-97402fede9a34b3a895953e12b2bc470">Drainage network </bold></p>
              </td>
              <td id="table-cell-4f8c5d8fa95e4d99811ca90a3357575f" align="left">
                <p id="paragraph-5863c3f1250c4e8c89c0e5c655a7b343"> </p>
              </td>
              <td id="table-cell-618869049dba4737a5cba63e9c573798" align="left">
                <p id="paragraph-cf8fa736657342978706a0c80a51c539"> </p>
              </td>
            </tr>
            <tr id="table-row-4c0a7fbcdc544f1081f78699023a245c">
              <td id="table-cell-12278ef124714ca7a64e7a030357bdf6" align="left">
                <p id="paragraph-004b1b8a07a048f3a5481ac7baad9373"> 1. </p>
              </td>
              <td id="table-cell-d133104cd8f54e368217cafd9067685d" align="left">
                <p id="paragraph-be5f467bdc6f4af6afc92e0f415cb995"> Stream order  (So)</p>
              </td>
              <td id="table-cell-6370bc3502e7481aa74cb91bf508f8ff" align="left">
                <p id="paragraph-acadaeecda084395bd1d87534904c382">Hierarchical rank </p>
              </td>
              <td id="table-cell-3f61c5bc9c7a4a8c94a55ca93eb9bde4" align="left">
                <p id="paragraph-573e12e013344de0a7d69df06553dca9"> <xref id="x-cdd1f2689c9c" rid="R226713230377725" ref-type="bibr">51</xref> </p>
              </td>
            </tr>
            <tr id="table-row-50d7e1165df24842aa038cfbac55baa8">
              <td id="table-cell-87833ab2ea524325b752eb246dbd9112" align="left">
                <p id="paragraph-20f6ef92ebe8488ebf92ed02da93b3e6"> 2. </p>
              </td>
              <td id="table-cell-3ef65b1353a44defb8a47e90e3d98e5f" align="left">
                <p id="paragraph-9aea89768d8148778878fcd38cd9a27e"> First order stream (Sof)</p>
              </td>
              <td id="table-cell-ec2e4e1c169542feba010421e68137c7" align="left">
                <p id="paragraph-f2bdded810ae454f9151f2b4208b48b9"> Sof=N1</p>
              </td>
              <td id="table-cell-c556f945b468438ca03f393d0007c411" align="left">
                <p id="paragraph-6a189f61284d4d1ebf506b1ef413ea43"> <xref id="x-46c4875079b6" rid="R226713230377725" ref-type="bibr">51</xref>  </p>
              </td>
            </tr>
            <tr id="table-row-c98f2771125446b48d7f93f86f83fd2e">
              <td id="table-cell-db956f3a20504b7aba33c5059be21317" align="left">
                <p id="paragraph-eeee10014f734908802d91171102686f"> 3. </p>
              </td>
              <td id="table-cell-8c27420220c442e2b691d3073f03dbe5" align="left">
                <p id="paragraph-0d4fbbd2d78b4abcbc90837e02cfca0d"> Stream number (Nu)</p>
              </td>
              <td id="table-cell-595910206cc04f50a9ac6bb5a691af11" align="left">
                <p id="paragraph-5c5eaa03e8e84d3fb02e1999de3b5142"> Nu=N1+N2+…Nn</p>
              </td>
              <td id="table-cell-adecfb352cf64fed92331976904f87ef" align="left">
                <p id="paragraph-6e01dc6b09c446d9ad8178860cc07956"> <xref id="x-8b391e2ab38c" rid="R226713230377780" ref-type="bibr">52</xref> </p>
              </td>
            </tr>
            <tr id="table-row-f9e4981dc4a747a4930afc83fcf9b8ae">
              <td id="table-cell-be83508247a648b1a8f243c165b05005" align="left">
                <p id="paragraph-fcfc4eefcbff4cce9de26c3788a54d9a"> 4. </p>
              </td>
              <td id="table-cell-be1b281a81d64f6da98eb7a992938548" align="left">
                <p id="paragraph-b1025250671d401099a35d658f470feb"> Stream length (Lu).Km</p>
              </td>
              <td id="table-cell-155e3edbba5346fb84e631caf48592ea" align="left">
                <p id="paragraph-65efa876e39848fbaf10f61a0c07379d"> Lu=L1+L2+….Ln</p>
              </td>
              <td id="table-cell-5d5d04ae27284d61ae7e427209308f45" align="left">
                <p id="paragraph-49fec180af79456592ea726a1a2bc619"> <xref id="x-f13124867c05" rid="R226713230377724" ref-type="bibr">9</xref> </p>
              </td>
            </tr>
            <tr id="table-row-14c4a501da7f424cbc10e358dcc37d27">
              <td id="table-cell-f2e642fa029347dfb63e507c80fbba32" align="left">
                <p id="paragraph-c5e9c478537c4b8791d42ed0e08b3af3"> 5. </p>
              </td>
              <td id="table-cell-b1639f77918f408e9e68814225be58d9" align="left">
                <p id="paragraph-c7483fb00a05404d869ead5815f48d7d"> Stream length ratio (Lur)</p>
              </td>
              <td id="table-cell-e2d9d2074cfd462fa844a9cdad2067ff" align="left">
                <p id="paragraph-216c6164c280436b8bafc2804b20e16f"> </p>
              </td>
              <td id="table-cell-433fb53f464d4ef5847a9c37194044a7" align="left">
                <p id="paragraph-7a99ce6c266e44d89d0ba1b8830d17b0"> <xref id="x-6230ac762cf4" rid="R226713230377724" ref-type="bibr">9</xref> </p>
              </td>
            </tr>
            <tr id="table-row-9331a5840e5844b6bfe90ddc8b02b116">
              <td id="table-cell-f44a8ee4cf924f4c9883af01a4e27e68" align="left">
                <p id="paragraph-45a729c30a094483b60d9789cde0d57c"> 6. </p>
              </td>
              <td id="table-cell-1767b838185449d996de6d882339f5c1" align="left">
                <p id="paragraph-79e130b7ce1845208fac2c4bfedc027b"> Mean stream length ratio(Lurm) </p>
              </td>
              <td id="table-cell-9f7e6b8d28d840c19183a52b5a4e3a50" align="left">
                <p id="paragraph-7020d5cdba2a4d01a0f1ae1a417f82e2"> </p>
              </td>
              <td id="table-cell-18e66cdcf98e42ad90c20682ade86fce" align="left">
                <p id="paragraph-2ccfa9a2729d4a8089243f797219ddee"> <xref id="x-cf97991c93cb" rid="R226713230377780" ref-type="bibr">52</xref> </p>
              </td>
            </tr>
            <tr id="table-row-fbe2acc7b0244c8b9d11a524c2d294bc">
              <td id="table-cell-41d78e27da444fa4b4cd9abeffab4dad" align="left">
                <p id="paragraph-300642bc1bdf4b7b8ef3d7b98148f583"> 7. </p>
              </td>
              <td id="table-cell-7ef4b78af9dd49e5a2301a97d961389d" align="left">
                <p id="paragraph-1145d5df2cdd499ebbb943abb146ad8e"> Weighted mean stream length ratio (Luwm)</p>
              </td>
              <td id="table-cell-4829debe5d2940b8bc1baffb16cd20b8" align="left">
                <p id="paragraph-091aa5bf59264cb39c0a673332681fb8"> </p>
              </td>
              <td id="table-cell-88d11112386e47f5b0b53478d60df607" align="left">
                <p id="paragraph-475b841b72f54d659f302cb4fbd7ae2d"> <xref id="x-2976391d5def" rid="R226713230377780" ref-type="bibr">52</xref> </p>
              </td>
            </tr>
            <tr id="table-row-3823da5e20d54a4fbfcba1d00a349463">
              <td id="table-cell-2b910643d0fc4c2595356790729dc0d0" align="left">
                <p id="paragraph-aa2b55ea00554566a43df4e90fb46a70"> 8. </p>
              </td>
              <td id="table-cell-0441eb7652c5463d83c1f7068ac19b22" align="left">
                <p id="paragraph-85196c61628342158fa8e0afd6d643a3"> Bifurcation ratio (Rb)</p>
              </td>
              <td id="table-cell-ecc42c911eb94f92b7be7b3a0767b042" align="left">
                <p id="paragraph-5df4e8b3985d438c86cf6b02a806d49e"> </p>
              </td>
              <td id="table-cell-fba8b3666b9948949a084bc1c5bcb790" align="left">
                <p id="paragraph-9f407ffd95984a4bbd7085fa4d244026"> <xref id="x-2d0bd88401c0" rid="R226713230377724" ref-type="bibr">9</xref> </p>
              </td>
            </tr>
            <tr id="table-row-9d87d00da9954249a49db811fe7013f6">
              <td id="table-cell-e6ab6f6a45cd4870aa27531657a6c2ca" align="left">
                <p id="paragraph-e37385d17abb40c6803407940775604a"> 9. </p>
              </td>
              <td id="table-cell-9be47f384fa24ec29b5406c46894f8f1" align="left">
                <p id="paragraph-9da0ed9419be42edbf9a35c34422b435"> Mean bifurcation ratio(Rbm) </p>
              </td>
              <td id="table-cell-9113fa9da282420ca951d79552834548" align="left">
                <p id="paragraph-38eeec4338ec4efb890e0ebe5cc62ace"> </p>
              </td>
              <td id="table-cell-994edaa23691479a874fd064d2fa95ae" align="left">
                <p id="paragraph-c2b32a91c40d41e698952be1222373ea"><xref id="x-12e8d7c1b8c9" rid="R226713230377724" ref-type="bibr">9</xref> </p>
              </td>
            </tr>
            <tr id="table-row-eea66dc9e7854982a3189c61267f9329">
              <td id="table-cell-e931546137924101b65c8fc4b0fc78f0" align="left">
                <p id="paragraph-8fc32fd1adff467c8b82089082d2efad"> 10. </p>
              </td>
              <td id="table-cell-b608f83e32c44467bb445d9f83b2d200" align="left">
                <p id="paragraph-4ffa9b6171bc4021a3c9a09d7898124c"> Weighted mean bifurcation ratio(Rbwm) </p>
              </td>
              <td id="table-cell-024e3fd89f7e4c18b75629504c180c2d" align="left">
                <p id="paragraph-5592e7e7c067482fa288e2eaad127675"> </p>
              </td>
              <td id="table-cell-d060883636c14d89933ab0e9015daa6d" align="left">
                <p id="paragraph-60fb2f1666b6439a90ef7660f48440e8"> <xref id="x-941192623cde" rid="R226713230377725" ref-type="bibr">51</xref>  </p>
              </td>
            </tr>
            <tr id="table-row-b79139ca88734f0c91894804d350e510">
              <td id="table-cell-52de2afbd2504470a65e3722d165ccaa" align="left">
                <p id="paragraph-e026cae91b0648d9b87d0189d4ee172a"> 11. </p>
              </td>
              <td id="table-cell-b9cf57a4aada4013905d0d932e95ee51" align="left">
                <p id="paragraph-d69f70a5f3974c468555af94ba9e2420"> Main channel length (Cl).Km</p>
              </td>
              <td id="table-cell-fef1d3f2cf2848edb83e7a1e90cd5e20" align="left">
                <p id="paragraph-404c3292e83348c19e01b59092d3f541"> GIS Software</p>
              </td>
              <td id="table-cell-69b09dc49290401fa622d8348f1c930b" align="left">
                <p id="paragraph-104c776784604b24be9c4719a7dc709c"> -</p>
              </td>
            </tr>
            <tr id="table-row-0b39b37c41434c14b5826812a49702c8">
              <td id="table-cell-fa2f65a9a1a74509a9f24e67d5321d2d" align="left">
                <p id="paragraph-579466346c8f444bbc4963cfa6c7cdcb"> 12. </p>
              </td>
              <td id="table-cell-4b474451050e44d08fc4c84900ddfb06" align="left">
                <p id="paragraph-a8fb30a629c4485882b46645ac71431a"> Valley length (Vl),Km</p>
              </td>
              <td id="table-cell-beaac0595f474954844af8c031608c62" align="left">
                <p id="paragraph-2804c5b092e845d5b7e4aa1362b9e42d"> GIS Software</p>
              </td>
              <td id="table-cell-2135495462464cbbb5384bebf28e5bf7" align="left">
                <p id="paragraph-46eca6b0230d46d4bc9bf42d296c4e49"> -</p>
              </td>
            </tr>
            <tr id="table-row-3ade853bc321431faf18c46c8a1a7af5">
              <td id="table-cell-5798b371d57c4f8e815595b21bc72b40" align="left">
                <p id="paragraph-61bf6b7165704312bef43ee6e8a8c2b2"> 13. </p>
              </td>
              <td id="table-cell-ac07081c94d44b64985fab596a1940e6" align="left">
                <p id="paragraph-c13e0045ba1145798bbc758f0be012a8"> Channel index (Ci)</p>
              </td>
              <td id="table-cell-43745244431a42339924d8e12c6fd5ef" align="left">
                <p id="paragraph-e42b073a4ff54d5798705578c289d11a"> </p>
              </td>
              <td id="table-cell-2564a2fe70e241e897b2cd01c41908d5" align="left">
                <p id="paragraph-6973d621eaf24cdda4fcb43adf7cb19c"> <xref id="x-3e69db67d106" rid="R226713230377759" ref-type="bibr">53</xref> </p>
              </td>
            </tr>
            <tr id="table-row-ac2fc609befd4bd09e163bf6a5d431c6">
              <td id="table-cell-11f68f128b83458db220fc5312a4293f" align="left">
                <p id="paragraph-519b069cf8884bbd91b2001e2566c43e"> 14. </p>
              </td>
              <td id="table-cell-4dc72f2edbc04f45b5c13734ec154fcc" align="left">
                <p id="paragraph-fbed5c5adedc4c30ac0a792d0b27bf1b"> Valley index (Vi)</p>
              </td>
              <td id="table-cell-e1dbe6291cf74274b8a7a977f6b68200" align="left">
                <p id="paragraph-3cdea1b3444e4a4e84b54d6c58ae7ff4"> </p>
              </td>
              <td id="table-cell-a91a8b432234462fb2a804b9e28ea68d" align="left">
                <p id="paragraph-34430cb45d1d433fa17d6ace16c0d103"> <xref id="x-d77c72f85de9" rid="R226713230377780" ref-type="bibr">52</xref> </p>
              </td>
            </tr>
            <tr id="table-row-0c0c37f130ff4d2db99c02feda949e3f">
              <td id="table-cell-7ac76ba90cf04ed888fca5fbbd38d28d" align="left">
                <p id="paragraph-83d4273bc18d4a2b83caf324b3b85827"> 15. </p>
              </td>
              <td id="table-cell-34685055c7b748c8b57589d753a80b5c" align="left">
                <p id="paragraph-7bf4df5dcdf64f4db03376e9d783b940"> Rho coefficient (p)</p>
              </td>
              <td id="table-cell-d9bc1104c3f847eb8486cfd7d4184315" align="left">
                <p id="paragraph-df28ae323a3a4aa8a59f0b3a951838d2"> </p>
              </td>
              <td id="table-cell-5183d39e49fc4e0fa0fd1c729bf773f7" align="left">
                <p id="paragraph-f763ef13142d49aabdf7b29972064987"> <xref id="x-8d1c63cb2706" rid="R226713230377780" ref-type="bibr">52</xref> </p>
              </td>
            </tr>
            <tr id="table-row-cd1f718b0f884747ba7f759e465d4096">
              <td id="table-cell-1c745e4ebdc84befa40fb80b5f07e9fd" colspan="2" align="left">
                <p id="paragraph-f4fff6fb55b0416e817015d887e73403"> <bold id="s-69910d835717">B.</bold> <bold id="strong-f7f41d97efca492e99d69f6b707f14ac">Basin geometry </bold></p>
              </td>
              <td id="table-cell-136771197ab546eba40496fe3f20f7db" align="left">
                <p id="paragraph-520e81b3b4bd4508ad92a5929f740965"> </p>
              </td>
              <td id="table-cell-f1227845468b4e17907399ea7f6517ba" align="left">
                <p id="paragraph-ede4e466315a426f8b4a58f47770e6c1"> </p>
              </td>
            </tr>
            <tr id="table-row-566daae75d7d45cab25e4089a1619f0a">
              <td id="table-cell-12a5ae4ce6214346a75ce885c7b2227a" align="left">
                <p id="paragraph-2c38c3bd3d3340e3977de6748a3743e7"> 16. </p>
              </td>
              <td id="table-cell-906f5f29faef496bb56170ec071d8076" align="left">
                <p id="paragraph-dc12d750668049a2a1487bc4ac571d71"> Basin length (Lb),km</p>
              </td>
              <td id="table-cell-49c4efa84d5e40f6beafcb535b896368" align="left">
                <p id="paragraph-ba6a29ce976e4e079a303456c14761ab"> GIS Software </p>
              </td>
              <td id="table-cell-ba0b2cb93bd4424ca2bd66357192e7a1" align="left">
                <p id="paragraph-d5de29dfce2841f7bbcae3d53cd48373"> <xref id="x-d1104db9348a" rid="R226713230377761" ref-type="bibr">55</xref> </p>
              </td>
            </tr>
            <tr id="table-row-fc885c5c2e6d422b83d6424b3a51d04f">
              <td id="table-cell-a253b4def4054545b9d085a6968f3ccb" align="left">
                <p id="paragraph-358e545b4b504124a9cf8a004e4e8830"> 17. </p>
              </td>
              <td id="table-cell-a717a0974a70455bb64556856802d082" align="left">
                <p id="paragraph-8dd4a78552b245dd92ab2226fb0f3794"> Mean basin width(Wb)</p>
              </td>
              <td id="table-cell-2bde9e3f15f34f22a56ef8bfbbb5d116" align="left">
                <p id="paragraph-a69dbcb1391e4d95b78e5fc12b6cbe25"> Wb=A/Lb</p>
              </td>
              <td id="table-cell-70b682c509f047fdbe984a5dd1fd5235" align="left">
                <p id="paragraph-31d05e7366654ea6a27e2fe2d5b5ca74"> <xref id="x-0b6b699a5216" rid="R226713230377746" ref-type="bibr">56</xref> </p>
              </td>
            </tr>
            <tr id="table-row-41e9e515dc284c12b657f527c4e45ebf">
              <td id="table-cell-61486512df034c9f956b00878ac2a449" align="left">
                <p id="paragraph-5389c814ab434ddd98f0ede95dc36802"> 18. </p>
              </td>
              <td id="table-cell-072bd50b04d4468f894ab556f4049c5f" align="left">
                <p id="paragraph-c018c4667fdb41f0a5fe478a1a27a1ea"> Basin area (sq.km)</p>
              </td>
              <td id="table-cell-5fb0ff4d9edc4617aa8b72d32dc7a5c8" align="left">
                <p id="paragraph-eb2211017e9d4cd4a0e5117e1643d9e1"> GIS Software</p>
              </td>
              <td id="table-cell-b97afef46fec43abbe57cf013715b703" align="left">
                <p id="paragraph-71cff16e4f5944299eee7ff593f9b585"> <xref id="x-4714c1573585" rid="R226713230377761" ref-type="bibr">55</xref> </p>
              </td>
            </tr>
            <tr id="table-row-b11e153af47e4c9a81c908368defd590">
              <td id="table-cell-67647c27d71049e085876212a5bf172f" align="left">
                <p id="paragraph-19627c994caa487e83909ea2a0989555"> 19. </p>
              </td>
              <td id="table-cell-bc296742085a4ea4a80b1b16b570c3dd" align="left">
                <p id="paragraph-5677f281fd904292af6057daa9f4ff81"> Basin perimeter </p>
              </td>
              <td id="table-cell-c4abffa574894d1499f4219d78fe81db" align="left">
                <p id="paragraph-29b53a18f7234296912f169ae883f6ba"> GIS software</p>
              </td>
              <td id="table-cell-f1014557fb8e4083bba763b2f41ea086" align="left">
                <p id="paragraph-3dfaeb01afde40ea8199b7aac34fe32d"> <xref id="x-a347c442cb40" rid="R226713230377761" ref-type="bibr">55</xref> </p>
              </td>
            </tr>
            <tr id="table-row-384005099aa94ddc98e57978c86cc605">
              <td id="table-cell-3107bac6862b417d95e0869feaa24169" align="left">
                <p id="paragraph-b9feafb9bb8f4fdb805277f0bc9e125e"> 20. </p>
              </td>
              <td id="table-cell-2eb6690ac3684b79abe4b110765a59d6" align="left">
                <p id="paragraph-b3e41594dc0b41d3a4443be162bd5819"> Relative perimeter (pr)</p>
              </td>
              <td id="table-cell-f3c1d7ec93fc4325b5d2b4136aaa1926" align="left">
                <p id="paragraph-6902ba64010a457db5f373cb240f9fd3"> Pr=A/P</p>
              </td>
              <td id="table-cell-af73c6ac04ed4cd0a45ca13a824178d8" align="left">
                <p id="paragraph-f7264af576ad4ad3a68279ae2dce7d54"> <xref id="x-406925de1b22" rid="R226713230377761" ref-type="bibr">55</xref> </p>
              </td>
            </tr>
            <tr id="table-row-5d717983c77e4975a4f6b68c5d11a613">
              <td id="table-cell-7737040e988b4be58a1b2323dd9192a0" align="left">
                <p id="paragraph-04ebb936370e42dbbf01a2ca6b03a437"> 21. </p>
              </td>
              <td id="table-cell-06d6ae51980f46508afc0d9952b49801" align="left">
                <p id="paragraph-15905b9e90da4c8b9fb2480e921cc48c"> Length area relation (Lar)</p>
              </td>
              <td id="table-cell-d59b2d8da8ee42eebde005bafe0c8f3d" align="left">
                <p id="paragraph-ff0f0b07f796457a85b5491ed228a93e"> Lar=1.4*xA<sup id="superscript-b3b293bb718f492490c4ee614917e37d">0.6</sup></p>
              </td>
              <td id="table-cell-cb7b34e2d53843f885a2392f2b0f0114" align="left">
                <p id="paragraph-69b890df160441c091d89f8a29da06ef"> <xref id="x-627045fe759d" rid="R226713230377727" ref-type="bibr">57</xref> </p>
              </td>
            </tr>
            <tr id="table-row-6add958c31f9483d8e0bfc7dec82b0dd">
              <td id="table-cell-ef04611c245f446ab3036da003e03ff1" align="left">
                <p id="paragraph-e75e60c9c68e4fb2a586d383fbd6afb9"> 22. </p>
              </td>
              <td id="table-cell-31701902c0e440e49765c1941bc7874d" align="left">
                <p id="paragraph-d25d5f7f89344794abbd094940d3d149"> Lemniscate’s(k)</p>
              </td>
              <td id="table-cell-eca41a8386264a469a48125e3bf1fe9a" align="left">
                <p id="paragraph-00a34245446d4401977d38253515156f"> K=Lb<sup id="superscript-051e2f2513244e58b5cdb13d90f3f221">2</sup>/A</p>
              </td>
              <td id="table-cell-56ccb98c864a48d3b935da72ae2fb982" align="left">
                <p id="paragraph-1ee72d9cb14642d78e0412dc3f021f8e"> <xref id="x-9a209b7c009d" rid="R226713230377721" ref-type="bibr">58</xref> </p>
              </td>
            </tr>
            <tr id="table-row-f0744baabccf4f8cae195ed0d3b39107">
              <td id="table-cell-77dc15587e5a4c2586c9b16125bec567" align="left">
                <p id="paragraph-d85fba8983434a1bb8b7c9ba452dffad"> 23. </p>
              </td>
              <td id="table-cell-4d7ae8c9cab94cf492b4f91822bdfbdc" align="left">
                <p id="paragraph-b6ed76a4b04046ffa9e9dff869cd3156"> Form factor ratio (Ff)</p>
              </td>
              <td id="table-cell-4007dc08fa1343d5b47a17e22db5a419" align="left">
                <p id="paragraph-628a7b270b304d6d9317fd3bcc995d51"> Ff=A/lb<sup id="superscript-8004f43552a84d7cb294e3827e4f5a50">2</sup></p>
              </td>
              <td id="table-cell-40ddcfd70bab45659c60a2f828050146" align="left">
                <p id="paragraph-ae99489b68f4417998de8938b54c9df5"> <xref id="x-99901b1505d4" rid="R226713230377746" ref-type="bibr">56</xref> </p>
              </td>
            </tr>
            <tr id="table-row-316f3ac2ab204d1e9a358ccb708e981c">
              <td id="table-cell-8aa7dc79ec844ead8111965065fdfaed" align="left">
                <p id="paragraph-aacbbdf35fd24e079cf013c821b8d9a0"> 24. </p>
              </td>
              <td id="table-cell-bca460f92f894bcfb4fba2dca613b0b7" align="left">
                <p id="paragraph-4eb09876431e449aa02909921df3c7af"> Shape factor ratio(Rs)</p>
              </td>
              <td id="table-cell-ded8f947eff64f5684b26fde5d729f0d" align="left">
                <p id="paragraph-4a3b97c60781437b97393f5d2c0c2a77"> Sf=Lb<sup id="superscript-9ee88992318c4aba8e536d731fb881af">2</sup>/A</p>
              </td>
              <td id="table-cell-dfaee0a233ab4fa2a11708bbba0dadb4" align="left">
                <p id="paragraph-ea7f3f3075b84aada0741d428e532050"> </p>
              </td>
            </tr>
            <tr id="table-row-e53d32ed124b46b39c8f6b2a733b21ea">
              <td id="table-cell-fd11ea8bd58946a7a3314419391239d4" align="left">
                <p id="paragraph-d0e827b0127a4445a0ed92db304ab52b"> 25. </p>
              </td>
              <td id="table-cell-d9da445b05dd48e3955e85dfe40c8960" align="left">
                <p id="paragraph-cd49ba94f8e745b19d7571cb2e1e321f"> Elongation ratio (Re)</p>
              </td>
              <td id="table-cell-b227226fa6bc4054bd33ec2cff9998a7" align="left">
                <p id="paragraph-9fc10a6ab3a843be800bf8d7c370f654"> Re=2/Lbx(A/0.5)</p>
              </td>
              <td id="table-cell-d86a1bbaddf54f30a1e0ef0f217de1c4" align="left">
                <p id="paragraph-4ccdbcf5977f429cabfd4b554b6c6525"> <xref id="x-d924e36a5644" rid="R226713230377761" ref-type="bibr">55</xref> </p>
              </td>
            </tr>
            <tr id="table-row-f87500cf0b2f426ba8d8d0b8942d9c9e">
              <td id="table-cell-54a350c105804b3395d9824841969a2f" align="left">
                <p id="paragraph-94d84d26669f4a0bbebb39190a92bad9"> 26. </p>
              </td>
              <td id="table-cell-8144c541cb1f40ebba9a22bd9990e438" align="left">
                <p id="paragraph-0e468f78460544c8981ca972af58db7d"> Elipticity index (Le)</p>
              </td>
              <td id="table-cell-4309623835004c868bf541cb3f852120" align="left">
                <p id="paragraph-ced2b2af78f54c988125a1da6be15808"> Le=7ixVi<sup id="superscript-617fa47879664e228a8393a4761f11e6">2</sup>/4A</p>
              </td>
              <td id="table-cell-c9695d997ec6484da90cdd43005ac7c2" align="left">
                <p id="paragraph-4e263fe5a8754ebab41285cae9735f93"> </p>
              </td>
            </tr>
            <tr id="table-row-601fec06bbba461a8bf1108ce7b0facb">
              <td id="table-cell-93e817aaebe74d8fb8bec87b2c31e4bf" align="left">
                <p id="paragraph-3f5bdd3a15fd4c36a2bb40d00cb4a9b5"> 27. </p>
              </td>
              <td id="table-cell-73fb4715775b4fc695162f0b7b0d39d7" align="left">
                <p id="paragraph-5420934cbf914a46895bc4cc2f58efb5"> Texture index (Rt)</p>
              </td>
              <td id="table-cell-8d3bf087d43a43738cdafd395291dab5" align="left">
                <p id="paragraph-60b8db155e574c1f8122ad31e4d25024"> Rt=N1/P</p>
              </td>
              <td id="table-cell-e265a671cd0c407983670a3baefee4ad" align="left">
                <p id="paragraph-9dd36287a25348d79de7884e410e7f9a"> </p>
              </td>
            </tr>
            <tr id="table-row-e25d86dd27ef45eca73652e9a753ac8f">
              <td id="table-cell-f68d479db81548139ccf4f0081570820" align="left">
                <p id="paragraph-a304ca12c3cd48969147eab235fa1690"> 28. </p>
              </td>
              <td id="table-cell-ec8e6337734c41c18293dc3ec90c687c" align="left">
                <p id="paragraph-ef40ced82ee0412c9c881f79ab9657ba"> Circularity ratio (Re)</p>
              </td>
              <td id="table-cell-9fa95d10f8a541d69645d1e38eb2550f" align="left">
                <p id="paragraph-3c82cf43532448ccb12012aa893e1bcc"> Re=12.57x(A/P<sup id="superscript-4e54219400cc401fad78669a864588f5">2</sup>)</p>
              </td>
              <td id="table-cell-fa4e08825a20456f8c01910a50f342e7" align="left">
                <p id="paragraph-ed46fd8830294c99bc442820b4d6ce14"> <xref id="x-09881f9ba482" rid="R226713230377759" ref-type="bibr">53</xref> </p>
              </td>
            </tr>
            <tr id="table-row-7570fb1d96184c188888276bf6c38ec0">
              <td id="table-cell-bbc722bdcea24228a27be8c7a86e7ff2" align="left">
                <p id="paragraph-5f450c5f103b4813903dec28dbd74d02"> 29. </p>
              </td>
              <td id="table-cell-95fc83f8050842ae9977bc0b1e0c16ec" align="left">
                <p id="paragraph-3fcd57a341df4cb3aaf07fea2cfc49fb"> Circularity ration (Ren)</p>
              </td>
              <td id="table-cell-969e120cd83141e094b70a719ffea496" align="left">
                <p id="paragraph-dbd84a35e6fb45a380f28cf6084554ee"> Rcn=A/P</p>
              </td>
              <td id="table-cell-ea42cc62a9f1483b8dd4594f5a66203f" align="left">
                <p id="paragraph-4bbbd71d18b349b7a279a6976bf52f62"> <xref id="x-35556672b375" rid="R226713230377724" ref-type="bibr">9</xref> </p>
              </td>
            </tr>
            <tr id="table-row-620fdaba9f9647888fa2579e9996b048">
              <td id="table-cell-8d783ac33f944e0db5956af8344b749c" align="left">
                <p id="paragraph-367a8de4f94e4dc98f21c7bf4100dce9"> 30. </p>
              </td>
              <td id="table-cell-f3dbe6157f444dcd9fc278ae97bf8557" align="left">
                <p id="paragraph-188894a9e8ab4679b26c51cc5a59942f"> Drainage texture (Dt)</p>
              </td>
              <td id="table-cell-41753f950bde460aaa9b6d112cb5530a" align="left">
                <p id="paragraph-a21aa25d8e5e4f90bba675c228f9b08b"> Dt=Nu/p</p>
              </td>
              <td id="table-cell-b1084d0fbd8840159338c1beaecd307a" align="left">
                <p id="paragraph-65bda89da2554ed1bf070302f282b3bb"><xref id="x-4fab96a408ce" rid="R226713230377780" ref-type="bibr">52</xref>  </p>
              </td>
            </tr>
            <tr id="table-row-a06249285dd242de86194a4190435fe9">
              <td id="table-cell-a9e273c4fbaa432196d60663886d65eb" align="left">
                <p id="paragraph-c8121d08819949afbd7b53e069450b1d"> 31. </p>
              </td>
              <td id="table-cell-08c39cb0896942b7bab387d71584bfee" align="left">
                <p id="paragraph-7701be83bbaa42938db9d3a571c837f9"> Compactness coefficient (Cc)</p>
              </td>
              <td id="table-cell-4f4a7a60ef4e4209b7e06e888649e717" align="left">
                <p id="paragraph-f2b3440fe65d4f478d6f265e558bfc4b"> Cc=0.2841xP/A<sup id="superscript-47e9e2e04d07448aaace854da66ade60">05</sup></p>
              </td>
              <td id="table-cell-4fa526b86e6e4845aa53a313ff1fe5ad" align="left">
                <p id="paragraph-e3f581a154bd4ea5a99f1a3a4a8e065b"> <xref id="x-c0181ee2fe43" rid="R226713230377709" ref-type="bibr">59</xref> </p>
              </td>
            </tr>
            <tr id="table-row-ed38939b4cef4d5093a0c1f8cc59eb7c">
              <td id="table-cell-9c0344449c30462b89bd4ea5d16f2ae4" align="left">
                <p id="paragraph-f33b366a2eb64bce97385b7460d8e141"> 32. </p>
              </td>
              <td id="table-cell-cb5e1a99bdd24a3e9efa870b7866c6a4" align="left">
                <p id="paragraph-29c179feadf64d8b84d585797e129f44"> Fitness ratio (Rf)</p>
              </td>
              <td id="table-cell-9690237402444a5aa2ca063432d1e014" align="left">
                <p id="paragraph-d0bb821162f74c2d908c08de6376b5c3"> Rf=Cl/P</p>
              </td>
              <td id="table-cell-b69871bab48740a58c585743390c2910" align="left">
                <p id="paragraph-cff914b34b55488a8b02808f844a4a09">
                  <bold id="s-b5998df22fe0">Melton (1957)</bold>
                </p>
              </td>
            </tr>
            <tr id="table-row-674dd7ac985b4e9fb26df9c4ee0533dc">
              <td id="table-cell-11acf0b5ea96426f935d0c283f239db9" align="left">
                <p id="paragraph-58302076c6af44bcaa31cc0b349005dc"> 33. </p>
              </td>
              <td id="table-cell-fe59cc6eee684c8287acc284fd5ad7ef" align="left">
                <p id="paragraph-41896c03ad394d819ec0e34e0166f687"> Wandering ratio (Rw)</p>
              </td>
              <td id="table-cell-d1175325c6a04728b27a0f259302daae" align="left">
                <p id="paragraph-8848630e592d48c2af6a5fadff74e85a"> Rw=CI/Lb</p>
              </td>
              <td id="table-cell-c46d742da62f48ee910d8165c78a3cbe" align="left">
                <p id="paragraph-8b1e0339d9e24839a57536929d07ae11"> <xref id="x-949430a53b65" rid="R226713230377722" ref-type="bibr">60</xref> </p>
              </td>
            </tr>
            <tr id="table-row-65ca8a47e65b4b81b184add57520efb3">
              <td id="table-cell-eb850d91a34840c09acd3084c6d32a27" align="left">
                <p id="paragraph-65f1fd14092e421d9dc8f4f62dcdee58"> 34. </p>
              </td>
              <td id="table-cell-bf0a864763154e77a0d8bf0453f5cdb6" align="left">
                <p id="paragraph-41341c63e77245a2a2a98cb57c3bb775"> Watershed eccentricity (t)</p>
              </td>
              <td id="table-cell-0f366d15bdbb4cc1aa446813c94cc071" align="left">
                <p id="paragraph-75fb169a081540eaa8c5e762e884f32c"> t=iLcm<sup id="superscript-6536fd9c852242bb8af1dafcc1a5a820">2</sup>-C<sup id="superscript-5d0005bfc72d464c967d621ea6629588">2</sup>)<sup id="superscript-7451a04e105b48bfa473a8715464624a">0.5</sup>/Wcm</p>
              </td>
              <td id="table-cell-18b987ed03f5459781f6dfc5f8372da1" align="left">
                <p id="paragraph-45bec9d4d04746eba92cb1607e41b374"> <xref id="x-3e1eaa4f4e7e" rid="R226713230377753" ref-type="bibr">61</xref> </p>
              </td>
            </tr>
            <tr id="table-row-b7bb2a92b1d94e729e4e2d865eff2a27">
              <td id="table-cell-87ddbd49cbe740f989603b5b1fcaf02e" align="left">
                <p id="paragraph-7f75d44c493646f9a80caf2ee27a8d32"> 35. </p>
              </td>
              <td id="table-cell-dd6a435c3bc345b6bfcb532a6f4b0c5b" align="left">
                <p id="paragraph-5b0aeef7b7f94337bcba96ec272efb84"> Hydraulic sinuosity index(His)%</p>
              </td>
              <td id="table-cell-7dd0282ad7d24341beec7ea6c7efade5" align="left">
                <p id="paragraph-94e5676b6f944df3a385329ab1a03e7a"> Hsi=((Ci-Vi)/Ci-1)x100</p>
              </td>
              <td id="table-cell-9e136c0b25484c7f828bdcae1b8c3431" align="left">
                <p id="paragraph-b8570b1bfc25474fac5ece6930744fdb"> </p>
              </td>
            </tr>
            <tr id="table-row-c00a90197a084412a694b2d3a06643d1">
              <td id="table-cell-2a7d081865da4e68bb8b33808bfc11d5" align="left">
                <p id="paragraph-197a1df747454beba2411cc3b5d13ab5"> 36. </p>
              </td>
              <td id="table-cell-089839154a1c478398d3830220cd4b2c" align="left">
                <p id="paragraph-cdecc827a751417cb92b7b9622e44255"> Topographic sinuosity index (Tsi),%</p>
              </td>
              <td id="table-cell-583ddb5362374e5c9b7aeeee9bfc1d67" align="left">
                <p id="paragraph-1bc0cc305b1047e9b4f7bccebab3afb7"> Tsi=((Vi-1)/(Ci-1)x100</p>
              </td>
              <td id="table-cell-ee80156d78a44da5b66f1c93c130de05" align="left">
                <p id="paragraph-a6fc4723eeb94389a371726d88e48fac"> </p>
              </td>
            </tr>
            <tr id="table-row-733a3ce231514e07830285c15e572894">
              <td id="table-cell-033efe53f1b24485b145af2b77f11321" align="left">
                <p id="paragraph-5806a466da46446f8509219070c8c14e"> 37. </p>
              </td>
              <td id="table-cell-d7e5eebbc6d64e2f9de4572c86f1333b" align="left">
                <p id="paragraph-bac769a5bb4d4a02817bf6078d80217e"> Standard sinuosity index(Ssi)</p>
              </td>
              <td id="table-cell-608f52daf518452cbaab02b070857266" align="left">
                <p id="paragraph-44bced1fc51b4118bfae2179b4ce43e4"> Ssi=Ci/Vi</p>
              </td>
              <td id="table-cell-42fd9f5e49a34433a170a709a77cea9d" align="left">
                <p id="paragraph-bf41ce1e9d9f4f1da992429ff67563e8"> </p>
              </td>
            </tr>
            <tr id="table-row-1906193d160e4f4b9b0c7494da7f9291">
              <td id="table-cell-2b5a8b5ad51b47f1b3f779ad93b6ed28" colspan="2" align="left">
                <p id="paragraph-089f93bde4f24088a06fb6b4ea58e8c3"> <bold id="s-29ac18fd5d0e">C.</bold> <bold id="strong-1f910da14ef1456a8960ab33311b1236">Drainage texture analysis </bold></p>
              </td>
              <td id="table-cell-780ee93382664ea3935d6aeadff80344" align="left">
                <p id="paragraph-d288e95c250e472fa409282e9b0aaf1b"> </p>
              </td>
              <td id="table-cell-4dffe523a00447c4b6b8cd8c6abac556" align="left">
                <p id="paragraph-a9f58c98dad34d0fba37a9565301b9fa"> </p>
              </td>
            </tr>
            <tr id="table-row-acf4ab279af04c4fb81ec2ce25199512">
              <td id="table-cell-a33bc02694c4493f80088b97c92442a4" align="left">
                <p id="paragraph-8dbeb984b4d84c8f87691aa91baedf75"> 38. </p>
              </td>
              <td id="table-cell-c2be7ed3656e484899ec60dffd9835e6" align="left">
                <p id="paragraph-5b4e899152c74bab8abcc3bf260070e4"> Stream frequency (Sf)</p>
              </td>
              <td id="table-cell-7d8e9e3a22a24676a3e42935027a735e" align="left">
                <p id="paragraph-f1aae3f85e8942e1bd90341aee57ae64"> Fs =Nu/A</p>
              </td>
              <td id="table-cell-a2194627c6424ccdb90c9fe229dbdf57" align="left">
                <p id="paragraph-8b3a07b791e94dc2bfdd292d430f24a5"> <xref id="x-f62cfb4ff635" rid="R226713230377746" ref-type="bibr">56</xref> </p>
              </td>
            </tr>
            <tr id="table-row-398d79aa30e64ecdb7576000f4f1aada">
              <td id="table-cell-c66bab278d4343f0bfdc9ef06d5425ed" align="left">
                <p id="paragraph-0a5e66500908463aad34c422dcf910db"> 39. </p>
              </td>
              <td id="table-cell-834fe67940224247bee5c635847e299e" align="left">
                <p id="paragraph-67ef4be0c2fe4bfeb5d04725717c0b0b"> Drainage density (Dd)Km/Sq.km</p>
              </td>
              <td id="table-cell-2f8420e1dd6242d7badf7ec119b104af" align="left">
                <p id="paragraph-76e2cfaf8bc7440ea5d87d728461c6e2"> Dd=Lu/A</p>
              </td>
              <td id="table-cell-83ac24ce6adf4e7fa8e055ebcf1376a6" align="left">
                <p id="paragraph-721af4b0b765470fb239ab615d15f6df"> <xref id="x-50a331041da3" rid="R226713230377746" ref-type="bibr">56</xref> </p>
              </td>
            </tr>
            <tr id="table-row-e9c5eaaa5a4849fbb85417db99ce9b25">
              <td id="table-cell-1f65bfe4fe394cce8d70fd5a06ec2c93" align="left">
                <p id="paragraph-cfb836c3165a4f2da576f6c9e2f1dfb2"> 40. </p>
              </td>
              <td id="table-cell-ba2c54cbd74844b89fac62976e7fb8c2" align="left">
                <p id="paragraph-11db70a1acbf41c5a0660e3561809a97"> Constant of channel maintenance (km/Sq.km)</p>
              </td>
              <td id="table-cell-0c492924c4fd408f96753575dd7bcbe7" align="left">
                <p id="paragraph-75099b037644486088b5768c927e5e31"> C=1/Dd</p>
              </td>
              <td id="table-cell-352bcb37927946978bff94db1603cd40" align="left">
                <p id="paragraph-16f5ebda2dbb447bbca9ebb04c62343c"><xref id="x-a085d63d0a2c" rid="R226713230377761" ref-type="bibr">55</xref>  </p>
              </td>
            </tr>
            <tr id="table-row-5b123d687f404815bd041395cc11fb52">
              <td id="table-cell-0a0f1cb3ec32410bbc25add76d5c896e" align="left">
                <p id="paragraph-2a40a62a7285426993a5bb2ade247f55"> 41. </p>
              </td>
              <td id="table-cell-6fa1e2e1c9484fe98757cd0660ef2df6" align="left">
                <p id="paragraph-b4dc46e5202648aeb11d5a8783c200ee"> Drainage intensity (Di)</p>
              </td>
              <td id="table-cell-1741538708f748eaa5488045f206020c" align="left">
                <p id="paragraph-ad6a1e1492df4cdfbb90ff66a91e5219"> Di=Fs/Dd</p>
              </td>
              <td id="table-cell-0dec7f2175134a8c8c3e28d36cb41668" align="left">
                <p id="paragraph-76538195b85a4253b52ddb89adcd2075"> <xref id="x-a383e77d035a" rid="R226713230377792" ref-type="bibr">62</xref> </p>
              </td>
            </tr>
            <tr id="table-row-4d4b015cd0ba47479474b6d2599b6b22">
              <td id="table-cell-091429453172442eab2afeef6e91977c" align="left">
                <p id="paragraph-cf5b90fa77154179aaac54cfeaf6194f"> 42. </p>
              </td>
              <td id="table-cell-e8ecf7d6524b444fa7fd35a1b3a33b0f" align="left">
                <p id="paragraph-573fd8d8f7ab4eb384838d7e6f0826a3"> Infiltration number (If)</p>
              </td>
              <td id="table-cell-308fa69b714140bc81c54607d467d4f6" align="left">
                <p id="paragraph-3661b638c2b740af82c4250fdcae6d49"> If=FsxDd</p>
              </td>
              <td id="table-cell-d5c4926e19e643008c259b23edcf79cb" align="left">
                <p id="paragraph-bb8d0dfd37214b1aaac1804e762e52ed"> <xref id="x-c0df3fbbf599" rid="R226713230377792" ref-type="bibr">62</xref> </p>
              </td>
            </tr>
            <tr id="table-row-f25140f0397943d2a457e9003bb01bb1">
              <td id="table-cell-2446cbafce12400ba13e8ba54b6899cc" align="left">
                <p id="paragraph-c83bbfc1fb024008be81f113136c79ba"> 43. </p>
              </td>
              <td id="table-cell-bf9463d2b2a44b0eb4b73ff58eee31bb" align="left">
                <p id="paragraph-d9352f07ed9942b096aa6c303caccc41"> Drainage pattern (Dp)</p>
              </td>
              <td id="table-cell-d7af51073dd94f4bb97d01a1854e31f9" align="left">
                <p id="paragraph-7ba7fdaa2e064abcb05627c1369293a4"> </p>
              </td>
              <td id="table-cell-4e80a3dd7a3e49c9aeb973c315836f7b" align="left">
                <p id="paragraph-92224512c4c14d938853c14440fb759b"> <xref id="x-2c662d4106d9" rid="R226713230377746" ref-type="bibr">56</xref> </p>
              </td>
            </tr>
            <tr id="table-row-a47a2520901541c1b507aec01c5e76f7">
              <td id="table-cell-9825de6247cb4f5496b3cb65f65bc1c0" align="left">
                <p id="paragraph-ef88ad4f367948d0a8bbb0b2526b7a4f"> 44. </p>
              </td>
              <td id="table-cell-b2c47ea6304d41988467e77d0b91c7fd" align="left">
                <p id="paragraph-ba8a6bf85d3445fcb51eab1c36465185"> Length of overland flow(Lg),km </p>
              </td>
              <td id="table-cell-50a6702f4f5147cb9ec14305ea49af9e" align="left">
                <p id="paragraph-0ffb1d30f31447dfae10c40d8360b537"> Lg=A/2xLu</p>
              </td>
              <td id="table-cell-e8b74c1a1c544467ab0f416248785f63" align="left">
                <p id="paragraph-230f97e8b47949fb941a268b804282a9"> <xref id="x-3a795abb68a0" rid="R226713230377780" ref-type="bibr">52</xref> </p>
              </td>
            </tr>
            <tr id="table-row-e0ca78b067fe4c3bb815afb3cf358497">
              <td id="table-cell-75dfbc74205140d99e330ada2af6d397" colspan="2" align="left">
                <p id="paragraph-2f69efa590e149399d79a7fc80b5c185"> <bold id="s-9b8f5284eabb">D.</bold> <bold id="strong-b3f90ad48ea7472cb5545b11fd20e6bf">Relief characterizes </bold></p>
              </td>
              <td id="table-cell-503d7abcdb914b6db9e103b78daee057" align="left">
                <p id="paragraph-7df516b344a246b785576cd536e75f9c"> </p>
              </td>
              <td id="table-cell-218a753ccab949c18c61ca7834804c1d" align="left">
                <p id="paragraph-24de4c8b438b411fab047327300954fe"> </p>
              </td>
            </tr>
            <tr id="table-row-7ff721ce40b54eb09aea6fcc9765e45d">
              <td id="table-cell-56aebe89a16747c2be975c28eacfc114" align="left">
                <p id="paragraph-21847343d5444b9ca2c1d4f4e524237c"> 45. </p>
              </td>
              <td id="table-cell-c8628d6580f94229a600329c6101fda8" align="left">
                <p id="paragraph-2f842f2268fd42ed813235b805445ee8"> Height of basin Mouth (z) m</p>
              </td>
              <td id="table-cell-c72ca42a9af84756a3a8163a1a4596ec" align="left">
                <p id="paragraph-5e230849eb584eef9104e83a648bc6b9"> GIS software &amp;DEM</p>
              </td>
              <td id="table-cell-4db9ac16c5864a59bfef777ac778889a" align="left">
                <p id="paragraph-10e20c77584b4c7f9e80bd50f0272752"> </p>
              </td>
            </tr>
            <tr id="table-row-57e2cea22e8d4552a2301521e665d76b">
              <td id="table-cell-23903265bbcb4550a45622707aaf2aac" align="left">
                <p id="paragraph-18992ecddb624922a485204bed765bfc"> 46. </p>
              </td>
              <td id="table-cell-93cc0dbdf9e1405a862ea61b0e56d732" align="left">
                <p id="paragraph-3e53869b536c4b6cbdf658eedab7010c"> Maximum height of the basin(Z)m </p>
              </td>
              <td id="table-cell-753955b256384ebf984687ef9a5f6a6a" align="left">
                <p id="paragraph-2d56ab13e5954d6492e74c230ea188cc"> GIS software &amp;DEM</p>
              </td>
              <td id="table-cell-1873803243ed496e82f17f22b4c44a5f" align="left">
                <p id="paragraph-80df3f79a0ee4af587270458831e9544"> </p>
              </td>
            </tr>
            <tr id="table-row-8af1ff33bed64d2d8d48d7019936a5c6">
              <td id="table-cell-2e0b3f370e264e8395649170e3161d3d" align="left">
                <p id="paragraph-706fb26343d649b9b18c376eff30f5f8"> 47. </p>
              </td>
              <td id="table-cell-8661fb6ac6db4ed4a387cdfae2cca083" align="left">
                <p id="paragraph-9d88405f659642858d1461f6372d4e26"> Relief </p>
              </td>
              <td id="table-cell-45c08987f0ea42fca1dc2412eb0cfada" align="left">
                <p id="paragraph-25421870658b458d92c447e2275dd988"> R=H-h</p>
              </td>
              <td id="table-cell-9705548c32be43bfa2ed2276ff3d7835" align="left">
                <p id="paragraph-d00a91c83ab9428aa73b6252669d7da9"> <bold id="s-77720a897242">Hadley and Schumm (1961)</bold></p>
              </td>
            </tr>
            <tr id="table-row-273caa78bb7f42ebbe00a24f611dc548">
              <td id="table-cell-16e2f34f6daf41cb8c7063dae163211e" align="left">
                <p id="paragraph-1833c894670442498ba0cf1f972164a6"> 48. </p>
              </td>
              <td id="table-cell-4404382fe4904521baff40f9f595c3f8" align="left">
                <p id="paragraph-b6af7fe82c9d408a82d40f69bead7cb3"> Total basin relief (H),m</p>
              </td>
              <td id="table-cell-0240f3c3dda04577974af6f6a6ea488f" align="left">
                <p id="paragraph-651aed0028494a8aba5eaa4fcf571271"> H=Z-z</p>
              </td>
              <td id="table-cell-e14f1df6d91a4aa98c15dc426d34aac6" align="left">
                <p id="paragraph-1875496ca2b146b9a2ba0d091f52731b"> <xref id="x-37d47054e574" rid="R226713230377725" ref-type="bibr">51</xref> </p>
              </td>
            </tr>
            <tr id="table-row-d30a78482db94e5a8b131797a3dc7901">
              <td id="table-cell-e59a133060874c0fbb6c000fd412caab" align="left">
                <p id="paragraph-adeb9e145d05432c9e32bf4bc5f888df"> 49. </p>
              </td>
              <td id="table-cell-743b44c1993040c2807bad967fd8f2f4" align="left">
                <p id="paragraph-1f8343f71c784e0ea3eaad73d020d300"> Relief ratio(Rhi)</p>
              </td>
              <td id="table-cell-232ebe02aebe4245830acd2856ec7cec" align="left">
                <p id="paragraph-8ece0416999044588e506bb92848e356"> Rhl=H/Lb</p>
              </td>
              <td id="table-cell-0e99b901217c48408baa3ed5f6ccd243" align="left">
                <p id="paragraph-6cb2489b8355450888e02a9296880322"> <xref id="x-638aeb7e7c9d" rid="R226713230377761" ref-type="bibr">55</xref> </p>
              </td>
            </tr>
            <tr id="table-row-a29ec68a96a84749ace0765576082b27">
              <td id="table-cell-476bce515ace446683d99fe89e85d4bb" align="left">
                <p id="paragraph-4fb7deb97a214cd096be2b7901c27e77"> 50. </p>
              </td>
              <td id="table-cell-1de1c923ba9c419b82c6ff53a1188b15" align="left">
                <p id="paragraph-15906a31a6df410b8fdbd4d760d3d7ba"> Absolute relief (Ra)m</p>
              </td>
              <td id="table-cell-cedc409169a341149dd73b183f4875b4" align="left">
                <p id="paragraph-673e1ffb510c42579409304ab81e1edd"> GIS software &amp;DEM</p>
              </td>
              <td id="table-cell-0f77188d78fc438ab4b5573fe751c9ee" align="left">
                <p id="paragraph-5ed42d3f50ad458ab3949174eef77e91"> </p>
              </td>
            </tr>
            <tr id="table-row-2b0be3af7eb943d696f281871882638d">
              <td id="table-cell-1730d2e2ef654ca89d643862da18102c" align="left">
                <p id="paragraph-9056ed393d3141b09c8ea24ae049607d"> 51. </p>
              </td>
              <td id="table-cell-84fc1d4de566411d884c1ce49b29dd34" align="left">
                <p id="paragraph-8cb7f46a9b6e4859b3184de8f8b1d069"> Relative relief ratio(Rhp)</p>
              </td>
              <td id="table-cell-ea46f8226477412e91b81d24ab0b81e9" align="left">
                <p id="paragraph-5a1479d8330044349f23c853254f6b61"> Rhp=Hx100/P</p>
              </td>
              <td id="table-cell-fe3a44d348d24c36b3f20e7158574baf" align="left">
                <p id="paragraph-47c0c2393743476d84f3c78435736165"> <bold id="s-d29d79dedb0c">Melton(1957)</bold></p>
              </td>
            </tr>
            <tr id="table-row-d51754d94e69486ab5811a51e238b9a0">
              <td id="table-cell-14671b8166b842a6a04ccaa23c3c7c14" align="left">
                <p id="paragraph-22d972715fc4487ea21a0aff574253b4"> 52. </p>
              </td>
              <td id="table-cell-db3d772350ba451d97a0c6445cf946a8" align="left">
                <p id="paragraph-e1e2257a5404430b83fc0a56cf9d6054"> Dissection index (Dis)</p>
              </td>
              <td id="table-cell-d1df7c7d0d2043babb2c1ffe9fe3fc43" align="left">
                <p id="paragraph-d1b02a9018414fab949cdebe8f3b55ab"> Dis=H/Ra</p>
              </td>
              <td id="table-cell-d7b2b8035a4644e2ab4ca29a284f64a6" align="left">
                <p id="paragraph-03ad1a43e1504d1aafb0355e816693a9"> <xref id="x-3f050f88ddca" rid="R226713230377754" ref-type="bibr">63</xref> </p>
              </td>
            </tr>
            <tr id="table-row-c0b7c181527c41be9b95e16da659e527">
              <td id="table-cell-9a912e36afdb4e0eb548873627f77499" align="left">
                <p id="paragraph-739a867d142147128abba46d94a79129"> 53. </p>
              </td>
              <td id="table-cell-66eee33cfdc7443e8622b18047680db5" align="left">
                <p id="paragraph-20ded7b79ec242788dc8fc62b5fa576b"> Gradient ratio (Rg)</p>
              </td>
              <td id="table-cell-bf72209abed34799ab8e6f61088b9311" align="left">
                <p id="paragraph-5c8305b2e11d410daedb010a6a07ae0f"> Rg=(Z-z)/Lb</p>
              </td>
              <td id="table-cell-9b75b1dcf6024359b3272d5f99e9baf4" align="left">
                <p id="paragraph-45011858bb764eea8fe23e3d4db503b9"> <xref id="x-66211bc6da10" rid="R226713230377740" ref-type="bibr">64</xref> </p>
              </td>
            </tr>
            <tr id="table-row-7d5a12fbc60749c6b648062c69526aad">
              <td id="table-cell-336ef251d6be4b3891268a39e1effa3b" align="left">
                <p id="paragraph-1cff33f4f28242b0a35302749441889a"> 54. </p>
              </td>
              <td id="table-cell-b48bf72a6ee34baaa54577c2d69a283b" align="left">
                <p id="paragraph-d06f2ee5fb744b0aa3aaa818c782e7d2"> Watershed slope (Sw)</p>
              </td>
              <td id="table-cell-f61e277ca4584eb586e5b8c8a9609861" align="left">
                <p id="paragraph-99bc9e70ddfa4e77ad9600328b115cc6"> Sw=H/Lb</p>
              </td>
              <td id="table-cell-3f37f7ac3f0d49408ff63c3d684ddae7" align="left">
                <p id="paragraph-a767e9bc49ac41569e6d7bfe95e177cb"> </p>
              </td>
            </tr>
            <tr id="table-row-ee7e50a698024812bc76c8d0329b84da">
              <td id="table-cell-9af5415d1a6e481f970c515719cfe42d" align="left">
                <p id="paragraph-32962f92010546c798300934d68b4e5d"> 55. </p>
              </td>
              <td id="table-cell-1865ba969b0f420eacb05317a96fe20e" align="left">
                <p id="paragraph-0ad25c867edf4bb593e55b7a56e53e69"> Ruggedness number (Rn)</p>
              </td>
              <td id="table-cell-d741c742cfe64e66a49996aef4b57e5d" align="left">
                <p id="paragraph-48b03f235e7c4a9592275e6e3186071e"> Rn=Ddx(H/1000)</p>
              </td>
              <td id="table-cell-70c4db9387ce454ea0d2c514f807b77c" align="left">
                <p id="paragraph-648c1b4273984ca69f060f6c0bac44f5"><xref id="x-ae137c02724a" rid="R226713230377750" ref-type="bibr">65</xref>  </p>
              </td>
            </tr>
            <tr id="table-row-4c0c80abef374f46b3c0647c9a01df14">
              <td id="table-cell-02eb4ac481a74fef8646f32fcb0091db" align="left">
                <p id="paragraph-1354c6367c594cb78a998bb7a46e145a"> 56. </p>
              </td>
              <td id="table-cell-84c8b3ea710d49088181d27a8de85f35" align="left">
                <p id="paragraph-2422506ed9ec4e32ad175c7f4cf2e28a"> Melton ruggedness number(MRn)</p>
              </td>
              <td id="table-cell-46744b26f14d417b944d45bf74d78126" align="left">
                <p id="paragraph-c332825ad6e045f4aec424f17dac7b7c"> MRn=H/A0.5</p>
              </td>
              <td id="table-cell-c1f631f99d204a868249d729a0d8425b" align="left">
                <p id="paragraph-69312da9fbfa41ffa7accec0ceed57fa"> <bold id="s-1fdb203731f4">Melton(1967)</bold></p>
              </td>
            </tr>
            <tr id="table-row-aa0cc52e3fe34c05b25abfb330a62923">
              <td id="table-cell-c32396f259e04bfda33fa5903a51f481" align="left">
                <p id="paragraph-597c4e9542d940688a48ffc8756c9d62"> 57. </p>
              </td>
              <td id="table-cell-9b6ddcdd3e654aa6a3c0f277243e2ecc" align="left">
                <p id="paragraph-e91d29080adc4f939381a879b07fe870"> Total counter length (Ctl),Km</p>
              </td>
              <td id="table-cell-738e722a878040878b0fe7febd0fafcd" align="left">
                <p id="paragraph-445aa777094f4b21a2421f7df1a291cb"> GIS software &amp;DEM</p>
              </td>
              <td id="table-cell-b2a751a6f7e74650a8837f165ebf1498" align="left">
                <p id="paragraph-782bf72bb92e421eaaa9cbd4ae40df93"> </p>
              </td>
            </tr>
            <tr id="table-row-9e05fc7de6b34856a2f6d64e8899ca27">
              <td id="table-cell-2dc755666f84472ba7a8e0e7d11147fa" align="left">
                <p id="paragraph-6ce94593c6514150980d6da2f9489747"> 58. </p>
              </td>
              <td id="table-cell-c7677262f5cc40a29a9a3d4880b5b748" align="left">
                <p id="paragraph-e813bc79eb48484b81c0b5922af39847"> Counter interval (Ci),m</p>
              </td>
              <td id="table-cell-445dc94f6b71476c807533327bee030f" align="left">
                <p id="paragraph-8f443307b8ef4bd58ada14f270549779"> GIS software &amp;DEM</p>
              </td>
              <td id="table-cell-e8bdee7d2124453eacced8a7dab21bf9" align="left">
                <p id="paragraph-4322ecfa85af451e8f96db77476ba557"> </p>
              </td>
            </tr>
            <tr id="table-row-d9e8121dc0d34c7985f735bd72ed5377">
              <td id="table-cell-f1a5e42e0f8f4f85baf4c80ea8ab5dc6" align="left">
                <p id="paragraph-52daabd7db8446e9887af76f98555aee"> 59. </p>
              </td>
              <td id="table-cell-d980b12128cc4a568b4373f3474dbb97" align="left">
                <p id="paragraph-c656dcc32d3547339950fc0b20fcba00"> Slope analysis (Sa)</p>
              </td>
              <td id="table-cell-567bce4bec3848069846225fcee02053" align="left">
                <p id="paragraph-f316dda345a947dda76f7f0e3cc574e1"> GIS software &amp;DEM</p>
              </td>
              <td id="table-cell-a2fc9c00629f429a82d6c8754f480b1b" align="left">
                <p id="paragraph-267705a555ce4330aa03bd9fcfd7db3b"> </p>
              </td>
            </tr>
            <tr id="table-row-0d309629b2444151980ecedb3e5fce84">
              <td id="table-cell-41726a5fde4c48a19dc8a7bf13e4096f" align="left">
                <p id="paragraph-1d2aaf72da5445dbbb65e7fb257d57b2"> 60. </p>
              </td>
              <td id="table-cell-81fa70f8362946dab0dd3317542d202c" align="left">
                <p id="paragraph-d738dfbb5a634b81a65756de3cae0c88"> Average slope (S)%</p>
              </td>
              <td id="table-cell-ea14130f1cc44dddb80e760cb9c84260" align="left">
                <p id="paragraph-74e9d44443344a12a16d545c7671ab89"> S=(Zx(ctl/H))/(10xA)</p>
              </td>
              <td id="table-cell-5d4b72bf2a68495195ee410cdb51cf94" align="left">
                <p id="paragraph-f0e819d0896c48be95ed35d4026c4d9f"> <xref id="x-07e57f56bb80" rid="R226713230377737" ref-type="bibr">66</xref> </p>
              </td>
            </tr>
            <tr id="table-row-611ae98de5ad4fd98942f60ccd65f4c0">
              <td id="table-cell-0b38c8d08e774290ac248272790fd842" align="left">
                <p id="paragraph-9220cbd3aae04be6916369cceb4e54ae"> 61. </p>
              </td>
              <td id="table-cell-aac080a589e846118b74a812fe3f21d5" align="left">
                <p id="paragraph-ef2a1fae83f341ab99ecb2219d6af562"> Mean slope ratio (Sm)</p>
              </td>
              <td id="table-cell-6d1b919476934101bd9f1953bdb0c387" align="left">
                <p id="paragraph-a56835ef1f344aadb5eb0b9984da2cc8"> </p>
              </td>
              <td id="table-cell-e9cab9e02672467e9e2362b6f8697472" align="left">
                <p id="paragraph-2cd74c8de0344569a4d5b50dcb204187"> <xref id="x-90a0c1633094" rid="R226713230377737" ref-type="bibr">66</xref> </p>
              </td>
            </tr>
            <tr id="table-row-d4b3d538b4ca4966a4d112c1b5f4d888">
              <td id="table-cell-6027f03526a84e48947c8fe402d9cc38" align="left">
                <p id="paragraph-68b907dbf2bd4cbf801031570835c49d"> 62. </p>
              </td>
              <td id="table-cell-2ed91d6b60394cdc9752ac7f269ec7fb" align="left">
                <p id="paragraph-72ef6802f48b4e5c972bd042c306c77d"> Mean slop of overall basin (Os)</p>
              </td>
              <td id="table-cell-15366adca4bc42b49f0e4622309976b7" align="left">
                <p id="paragraph-52895b523a8448d98f42860828d00665"> Os=(CtlxCin)/A</p>
              </td>
              <td id="table-cell-958fac8f303249c38ca2f7be46c47067" align="left">
                <p id="paragraph-418adf0f0b5845d294a958a3384b4631"> <bold id="s-6f2a4e61853c">Chorley(1969)</bold></p>
              </td>
            </tr>
            <tr id="table-row-2939a3d18c5e4432b00bc8961caddb1c">
              <td id="table-cell-c3c5c089d83c460d8b19c4a0b22765ee" align="left">
                <p id="paragraph-b36f122dcd634b869316f609b7e24dea"> 63. </p>
              </td>
              <td id="table-cell-d4827f80dc42485da2bf9958838f0ac0" align="left">
                <p id="paragraph-b619a5dbb00b4989925561bed977b947"> Time of concentration (Tc)</p>
              </td>
              <td id="table-cell-cd0e3cb4059f4c368d70f090df089a8a" align="left">
                <p id="paragraph-4e1f5c79c6704ac5838b6ae30bdcdf1f"> Tc=0.0078L<sup id="superscript-d9a9cf0a49854025941382cdcd2bb4bc">0.77</sup>(L/H)<sup id="superscript-7c5a83ca79934dd398d965021da134ce">0.385</sup></p>
              </td>
              <td id="table-cell-5fe94f79781e46d7887505344e09bf01" align="left">
                <p id="paragraph-7f6565d366b2448b9a4fceb23e74d3cd"> <bold id="s-68ae7062de52">Kirpich(1940)</bold></p>
              </td>
            </tr>
          </tbody>
        </table>
      </table-wrap>
      <p id="p-24209a64ea75"/>
      <p id="p-4a030f7d29ae"/>
      <table-wrap id="table-wrap-ef8475fd349b4d32b0c0ab0cc55737f6" orientation="portrait">
        <label>Table 3</label>
        <caption id="caption-3f52bed9b1274ebfb4439b42217f45e3">
          <title id="title-d5866b2c5a8d41f7bfb9e2f4ae9f56a4">The details of various morphometric parameter used in the research work</title>
        </caption>
        <table id="table-3986f96cc9bb46b582bf6aaacf8d7481" rules="rows">
          <colgroup>
            <col width="8.18"/>
            <col width="10.24"/>
            <col width="12.09"/>
            <col width="11.65"/>
            <col width="12.84"/>
            <col width="9.92"/>
            <col width="12.08"/>
            <col width="11"/>
            <col width="12"/>
          </colgroup>
          <tbody id="table-section-f60cd4934c8e43a7ad39c735e9c3994c">
            <tr id="table-row-f3dcee0c558642709c7a3d7adced589b">
              <td id="table-cell-3782350ee8c441bc95aaaa047ab7e77d" align="left">
                <p id="paragraph-c50d33ebc59b44e7bd46a4e77e74a705">
                  <bold id="strong-8b682ab11dad440e8103e8ca3d67d12d">Stream order</bold>
                </p>
              </td>
              <td id="table-cell-6e81b7b4afb74f6ca336db2e348e6aa4" align="left">
                <p id="paragraph-90a5055dd1a4447681770a340239a9a6">
                  <bold id="strong-703badd5416e4f058aca221d9daae781">Stream number </bold>
                </p>
              </td>
              <td id="table-cell-c3d2f0dc3a91421aac52eac69847eaaf" align="left">
                <p id="paragraph-44abe96b4b984ea5bdcc50c9e5042fef">
                  <bold id="strong-32a62b7045394298bdc9138dbe43b3ba">Stream length </bold>
                </p>
              </td>
              <td id="table-cell-9ca96857ec754585851d65dfcc373cb3" align="left">
                <p id="paragraph-618e99d85e0046f5beb3dd79fd33a82b">
                  <bold id="strong-25af2c8de2bb4a129e9e7c40e552534f">Mean stream length </bold>
                </p>
              </td>
              <td id="table-cell-1ef9199dcfac486f8bec1fdf5a43b003" align="left">
                <p id="paragraph-18f8870dcb7947f28c610a8fdd6286bc">
                  <bold id="strong-3caa24441a7942fba22e4f3fb2bbe606">Stream length ratio </bold>
                </p>
              </td>
              <td id="table-cell-643e790642974171875f174a4c3460a4" align="left">
                <p id="paragraph-5ade3bdad8b248a09feb5adb68189d5c">
                  <bold id="strong-c9a748d71d544b99ad2d01290f379767">Bifurcation ratio </bold>
                </p>
              </td>
              <td id="table-cell-5fe6b917152f4b539409623144184152" align="left">
                <p id="paragraph-c19feafa93044940a95a31c640c0587b">
                  <bold id="strong-120d6365fc49479c809bede8b0c5fe3e">Weighted mean bifurcation ratio:</bold>
                </p>
              </td>
              <td id="table-cell-6cb6171bd07e41d5ac2bb0a7354e6c78" align="left">
                <p id="paragraph-f7e5d92d03a74214814b82fd5be0485c">
                  <bold id="strong-0c0a1f339e1246daa6db3d4d1e4ddf1b">Length of the main channel</bold>
                </p>
              </td>
              <td id="table-cell-ddef2ec076aa432c86470aa2ab1b530c" align="left">
                <p id="paragraph-0c50089523704615bf0f068241d2c882">
                  <bold id="strong-6e13d9334ecf4c4896ef327806298470">Rho coefficient </bold>
                </p>
              </td>
            </tr>
            <tr id="table-row-cba37163c74741fdb52191ebfd972283">
              <td id="table-cell-9024056d957b4ad6907b0afbc836774d" align="left">
                <p id="paragraph-1ad1af0bbcce48ddb6da591a5f9a1b75"> 1</p>
              </td>
              <td id="table-cell-5a2be52f2119470886847d682858a3ba" align="left">
                <p id="paragraph-71af8f49ddd74798ae27c8c2711fb11a"> 4826</p>
              </td>
              <td id="table-cell-69d0177522734e8791fabc4f234b200d" align="left">
                <p id="paragraph-d7da73870919498e9fb200123193849f"> 1707.12</p>
              </td>
              <td id="table-cell-571f135489f8425986c7ed9c0cc83690" align="left">
                <p id="paragraph-b97696151853460f859a4d95fa2ef056"> 0.35</p>
              </td>
              <td id="table-cell-d59c60a084ec4b0a911dc6eb293f2e77" align="left">
                <p id="paragraph-b32b82db8d0247959a70999808b3f0c6"> 0</p>
              </td>
              <td id="table-cell-d70f05c814b1422e9f0fd1a89c7c24ff" align="left">
                <p id="paragraph-53cd524dff4043d5b7682e3560c24fd5"> 0</p>
              </td>
              <td id="table-cell-aef7433bcdf24d68a9dfff2ab4b9ae22" rowspan="7" align="left">
                <p id="paragraph-d1623a9aa82b4ecebde7a04da922107f"> 4.87</p>
              </td>
              <td id="table-cell-b6ea6afa14554db2a9b96633c32ba4e5" rowspan="7" align="left">
                <p id="paragraph-9ee7f0731f484ca7b30c27e77e7f1f5d"> 103.27</p>
              </td>
              <td id="table-cell-0f68e1f5667f4767b3aec00b31d4d1bc" rowspan="7" align="left">
                <p id="paragraph-e238e2cc9c5d4c259540a5f3f7df42df"> 0.58</p>
              </td>
            </tr>
            <tr id="table-row-23788bbf530f4d88adea5a385a6d1f39">
              <td id="table-cell-08faf54d7fc3408dbb57b8e9928339b9" align="left">
                <p id="paragraph-67f9b10a53e34e1b9c79ab1640665918"> 2</p>
              </td>
              <td id="table-cell-22e8cf281cf840a1b1167877b815fcb8" align="left">
                <p id="paragraph-5507045909d94de595238ade967ee053"> 956</p>
              </td>
              <td id="table-cell-a7ab0c0a0f814e6e8163a27282f07bf8" align="left">
                <p id="paragraph-5e9788d8cb0d4335a21149ecaaa251a8"> 802.15</p>
              </td>
              <td id="table-cell-1ac425657d3a40748727cc142c30368f" align="left">
                <p id="paragraph-810eca8c76d94ef598d1ee1f637576bf"> 0.84</p>
              </td>
              <td id="table-cell-789fcd1471164799ade4c66e7a94b52b" align="left">
                <p id="paragraph-1d7483286a2942b3867ec120b473afb6"> 2.37</p>
              </td>
              <td id="table-cell-42dfa95fa3464dda8973ea60fe093b79" align="left">
                <p id="paragraph-58c3e53051ec4e7f8b56d3120601bbad"> 5.05</p>
              </td>
            </tr>
            <tr id="table-row-804a0270cd54444b9077569bd3de339c">
              <td id="table-cell-423d4125a0c2403db4b1285b86482549" align="left">
                <p id="paragraph-848e7dde30c74494941336dc04f709d9"> 3</p>
              </td>
              <td id="table-cell-5fb6458c858d4309b6f79dded3c43c7a" align="left">
                <p id="paragraph-1e2955aafe204675869a490d6c334862"> 305</p>
              </td>
              <td id="table-cell-0e5f4461ec6b41139fde9472808a097c" align="left">
                <p id="paragraph-bcea0b617a4e48399d8e2918ca8524aa"> 399.99</p>
              </td>
              <td id="table-cell-278674df74b44826a621ca52872dfd91" align="left">
                <p id="paragraph-66b02a6178dd4c93b6d92db3504202d7"> 1.31</p>
              </td>
              <td id="table-cell-7fa93678f6d14e44b6085d7b2451bf3d" align="left">
                <p id="paragraph-4e08d48517f14d1792ef47a1d374795d"> 1.56</p>
              </td>
              <td id="table-cell-2502698ec943438cb16c552a4b32cb21" align="left">
                <p id="paragraph-29d00b67e6d04fa38e2cf8c29679d588"> 3.13</p>
              </td>
            </tr>
            <tr id="table-row-a6c55f740ffd4a5fa03f13267f12f0dd">
              <td id="table-cell-c85a80599af84a658519dbba486876fb" align="left">
                <p id="paragraph-15e94fc06ad44600a5fb0b611352aff5"> 4</p>
              </td>
              <td id="table-cell-f44fecd1e7b94bc792418fe6b79d8ef3" align="left">
                <p id="paragraph-1c03b903a0924587983369cb1d41d286"> 37</p>
              </td>
              <td id="table-cell-03c3aed527454dd0aad6a80c099477a5" align="left">
                <p id="paragraph-a88d175c12cf4e6c881918e28916c113"> 177.59</p>
              </td>
              <td id="table-cell-59273a7d25cd40c896db7cb9d94e0c68" align="left">
                <p id="paragraph-7d08f9b933674b73adaa0f764a130375"> 4.80</p>
              </td>
              <td id="table-cell-c3129fd5080d4f82ba4223cbc7cbc7e8" align="left">
                <p id="paragraph-1a61512d8ca24bbd80d18550f693fc12"> 3.66</p>
              </td>
              <td id="table-cell-46398553dad844178e29a25889805c82" align="left">
                <p id="paragraph-ec2f0cd85e3b4d14952d6ae7f4079702"> 8.24</p>
              </td>
            </tr>
            <tr id="table-row-1c3dbcc0234b45cca664bc3da08d494c">
              <td id="table-cell-9c1c5392243941f6ae52567f8612c641" align="left">
                <p id="paragraph-7e89554f4a7b47548e2811f510bd40f3"> 5</p>
              </td>
              <td id="table-cell-c59b5d43056b45fd93a1ce07e8ffea49" align="left">
                <p id="paragraph-3df4b82308784897a06165677cc62100"> 7</p>
              </td>
              <td id="table-cell-cb86589548de46cd9af981e988ac61f5" align="left">
                <p id="paragraph-34c8fa0a4545432a8fe56658295cdc5a"> 92.96</p>
              </td>
              <td id="table-cell-4006ca6e7b3445fc8d6544b0254f7ec3" align="left">
                <p id="paragraph-00bb394837e44161a7763920d24be5b4"> 13.28</p>
              </td>
              <td id="table-cell-423df587da704ad28c02897e8a95fdd9" align="left">
                <p id="paragraph-23986d21643a4f19b1596e66ff48a9b1"> 2.77</p>
              </td>
              <td id="table-cell-936a339c2125401282f97689b8db82b5" align="left">
                <p id="paragraph-2f87b00f62374f86a8b504aa85fc22a5"> 5.29</p>
              </td>
            </tr>
            <tr id="table-row-9dda7f358c6742dca746cbeffa35b352">
              <td id="table-cell-5abfe1ef6f51494fb703c6ad481ba0e9" align="left">
                <p id="paragraph-bf4f75b8f94b4f7d8bcee23ec9f6eb31"> 6</p>
              </td>
              <td id="table-cell-a32d8c7de4ec4c9fb53a4d941ee87a55" align="left">
                <p id="paragraph-7cf516c93fd54bb195d000a9b7ef123c"> 2</p>
              </td>
              <td id="table-cell-d6604e8e3ee64040a40f383fcbf086fa" align="left">
                <p id="paragraph-b82abc42585844aaa259f45ad85aa5c1"> 52.19</p>
              </td>
              <td id="table-cell-dd0475a8b2314327ac5e66f09e2de1ab" align="left">
                <p id="paragraph-60d53e9826e74515a52b6ed0a84b26fe"> 26.10</p>
              </td>
              <td id="table-cell-5af2c0de622d4a3d86ca1be1dde42ece" align="left">
                <p id="paragraph-57afde620be4428cb6abaaad446518ea"> 1.97</p>
              </td>
              <td id="table-cell-14d078afe1b64e0dabd791aac43f06bf" align="left">
                <p id="paragraph-5f43c259c36b41b580f651d153da55f6"> 3.50</p>
              </td>
            </tr>
            <tr id="table-row-f41642d27bce4ea784e12d0093c84836">
              <td id="table-cell-26fd988fc28b4a3f97b3ef7f778e787a" align="left">
                <p id="paragraph-6ac6e1273a9e4693b45a4183a3917c08"> 7</p>
              </td>
              <td id="table-cell-086a8ca0c8fa48e48768e03ef2d56daf" align="left">
                <p id="paragraph-6e4fb3192cb2498ab88904d9c6599b43"> 1</p>
              </td>
              <td id="table-cell-fb07074dc99641fdb5d5ec7b87334a72" align="left">
                <p id="paragraph-932120af09344b0bb2550e1ce2994a87"> 92.95</p>
              </td>
              <td id="table-cell-53887fdf55bc4f8f8eeab09e1612462a" align="left">
                <p id="paragraph-4aaebedf905a4600a47a8e8d009abe96"> 92.95</p>
              </td>
              <td id="table-cell-da395a05dce84d188c8161c8ee36c830" align="left">
                <p id="paragraph-4a3589f2ad574c5aae74e85c48ba6286"> 3.56</p>
              </td>
              <td id="table-cell-2b289b62ab91437b8f03838c397ba7da" align="left">
                <p id="paragraph-d5a24fb15e094c6e8e74955c1ea15669"> 2.00</p>
              </td>
            </tr>
            <tr id="table-row-d0cec3fe967944368a1fadf5c18ba063">
              <td id="table-cell-fbb439d9194e44e98b346707254cdefd" align="left">
                <p id="paragraph-9e6691d4a619481cacab101ea948a727"> <bold id="strong-1f99f61cc37b4bf9af0a714ecc993d5a">Total </bold></p>
              </td>
              <td id="table-cell-17d23f1e33a54e18bedddd6b90d1d79e" align="left">
                <p id="paragraph-056e1d32df1541698be6c853e62e9cfe"> <bold id="strong-cda7ecad6e444bf69a4012514f485eb2">6134</bold></p>
              </td>
              <td id="table-cell-eeeb91905e724028815157f6f3244540" align="left">
                <p id="paragraph-f8c228ad5d4043b3a26efda60b8e6f88"> <bold id="strong-8372823753b5425f889b104dd5797459">3324.95</bold></p>
              </td>
              <td id="table-cell-fe7209cc32584512aae1c05897ff4d5d" align="left">
                <p id="paragraph-251f20f56548435c851ab654c5eac6dc"> <bold id="strong-f96e7e295f3949a585d490a9e3eefcdd">139.63</bold></p>
              </td>
              <td id="table-cell-d9704193751546b88597e6f1c37eb0a2" align="left">
                <p id="paragraph-d8235c66973c456d81b95448e2e9a3f9"> <bold id="strong-847c6f44106245c087ea3134b622a029">0.54</bold></p>
              </td>
              <td id="table-cell-0e669f19980a478399b360ab39ffb5fc" align="left">
                <p id="paragraph-a8fdb88c05c64d37aaa24620e6c825b5"> <bold id="strong-9a3864740c244ca0a3ed546a2ad99f8f">27.21</bold></p>
              </td>
              <td id="table-cell-45e11f9658e94661acaa28fef7fb085f" align="left">
                <p id="paragraph-c9593c6442df40dea84f8b5f2565eae5"> <bold id="strong-725348a47f824db38b05df99ebdaf994">4.87</bold></p>
              </td>
              <td id="table-cell-7393e28ef6eb464cb36acbb07df745b2" align="left">
                <p id="paragraph-c20134eb48f04a6ca66d5e61d791a9ea"> <bold id="strong-2af89716b2264a21b3bed0dde93ee152">103.27</bold></p>
              </td>
              <td id="table-cell-13790ca0cfab4ee9bde9661c35e3a706" align="left">
                <p id="paragraph-96e090fd20104c2a9622504d84993bd0"> <bold id="strong-0f1b1b752c3242a0bc037c88b041e97c">0.58</bold></p>
              </td>
            </tr>
          </tbody>
        </table>
      </table-wrap>
      <p id="paragraph-4760aec5df4342d0bc15d4cfab4a5623"/>
      <p id="p-9ce39f485b5d"/>
      <fig id="f-0106bf771359" orientation="portrait" fig-type="graphic" position="anchor">
        <label>Figure 2 </label>
        <caption id="c-6cc2e780e65f">
          <title id="t-6daac76e60c3">Stream order</title>
        </caption>
        <graphic id="g-73728a2a8fed" xlink:href="https://typeset-prod-media-server.s3.amazonaws.com/article_uploads/594ab341-af6f-4318-bc6c-c07af9b3bfe9/image/02677835-7b62-497d-85fe-23aa813848ae-uimage.png"/>
      </fig>
      <p id="p-222f5ed5da0f"/>
      <p id="paragraph-d0b29ad4aeed41abb47377572145328e"/>
      <list list-type="bullet">
        <list-item id="li-db13c79d1b5f">
          <p>
            <bold id="strong-4323a8a804bf4e0ca887132deb07e78c">Stream </bold>
            <bold id="strong-4d6d410f9a9b47ab9d91bfc63e6fcce7">Length (</bold>
            <bold id="strong-042663a255b444509c22b205580b59e2">Lu)</bold>
          </p>
        </list-item>
      </list>
      <p id="p-ab4f274bb65f">Stream length is the most important hydrological parameter of any river watershed as it reveals surface runoff characteristics of comparatively smaller drainage lengths and characteristics of larger gradients area and fine textures. Longer lengths of streams are generally indicative of flatter gradients. The total length of stream segments is high in first-order streams and decreases as the stream order increase. The number of streams of various orders in the basin is counted and their lengths from mouth to divide are measured with the help of ARC GIS Software.<bold id="strong-23d229f1a27249798976b586ec63a872"> </bold>There are a total of 3324.95km length of stream networks extracted from CARTOSAT DEM data. Out of which 3324.95 km (4856) is first order, 1707.1, 802.1, 400.0, 177.6, 93.0, 52.2, 92.9 are 2<sup id="superscript-58d27944fd954bf089cb61682cbd7d03">nd</sup>, 3rd, 4th, 5th, 6th and 7<sup id="superscript-dfce84f02ae340e599c64743e128e35c">th</sup> respectively.</p>
      <list list-type="bullet">
        <list-item id="li-cbc73afa55b2">
          <p>
            <bold id="strong-79168a9e5634496fb289c9851e4d95f3">Mean stream length </bold>
            <bold id="strong-6af7d45494104b29bdd8092de472b08b">(Lum)</bold>
          </p>
        </list-item>
      </list>
      <p id="p-d64f915eeeec">The characteristics and size of a stream segment components and its contributing watershed surface means mean stream length <xref id="x-02e659592cc5" rid="R226713230377724" ref-type="bibr">9</xref>  and acquires by dividing the total stream length of an order by total number of stream segments in the subsequent order. The mean stream length of the watershed varies from 0.35 to 92.94. This difference in the values of mean stream length because of variation in slope and topography <xref id="x-0e4bdce28e9a" rid="R226713230377724" ref-type="bibr">9</xref>.</p>
      <list list-type="bullet">
        <list-item id="li-0b446d8811e7">
          <p>
            <bold id="strong-f03784e19f2445adb945b446bca77a91">Stream length </bold>
            <bold id="strong-286f2f386b8f4274b695a0203fc4c848">ratio</bold>
          </p>
        </list-item>
      </list>
      <p id="p-d1b09c6d9cc2">The stream length ration may be defined as the ratio of the mean length of the one order to the next lower order of the stream segment. The mean of each consecutive orders of a basin tends to evaluate a direct geomantic series with stream increasing towards higher order of stream. Stream length ratio is changed from one order to another order signifying their late youth stage of geomorphic development <xref id="x-2d74039619bc" rid="R226713230377782" ref-type="bibr">3</xref> <xref id="x-e56f62bb282a" rid="R226713230377747" ref-type="bibr">50</xref> it is has calculated the stream length ratio differs from 0.35 to 92.94 and understanding the stream length ratio between consecutive stream orders of the basin vary due to differences in gradient and topographical characteristics <xref rid="R226713230377739" ref-type="bibr">13</xref>, <xref rid="R226713230377747" ref-type="bibr">50</xref>, <xref rid="R226713230377740" ref-type="bibr">64</xref>.</p>
      <list list-type="bullet">
        <list-item id="li-fc879eca504d">
          <p>
            <bold id="strong-eadad20af16f4bb082240a70b2fb426e">Bifurcation ratio and weighted mean bifurcation ratio</bold>
          </p>
        </list-item>
      </list>
      <p id="paragraph-dfd6cd171a0b4da98b3e10b0f310ec41">Bifurcation ratio which is related to the branching pattern of the drainage network. The term Bifurcation ratio is the number of the stream units of a given order to the number of streams in the subsequent higher order <xref id="x-2aa72504e05d" rid="R226713230377775" ref-type="bibr">67</xref>. Horton <xref id="x-bebafc5d75fa" rid="R226713230377780" ref-type="bibr">52</xref>  has measured the bifurcation ratio as the index of elevation and it has expressed a small range of differences for the diverse area where the influential structural control dominates <xref id="x-7079a6ece616" rid="R226713230377731" ref-type="bibr">68</xref>. Bifurcation ratio values of the Darna river basin ranging between 5.05 and8.24 are considered the characteristics of the basin which have experience minimum structural disturbances <xref id="x-1237edb8c07e" rid="R226713230377724" ref-type="bibr">9</xref>. The mean bifurcation ratio of the basin has observed as3.89 this indicated that the drainage pattern of the basin has not been affected by structural disturbances. Bifurcation ratio has observed is not the same from one order to its next order. These irregularities has depend upon Geological and lithological development of the watershed.</p>
      <list list-type="bullet">
        <list-item id="li-13212afe3b10">
          <p>
            <bold id="strong-bdb7cbff2d284c0caa4300b2e756434f">Length of the main channel</bold>
          </p>
        </list-item>
      </list>
      <p id="p-3f1a5fa90d4f">The basin upper extent to the boundary of the basin has channel longest. GIS software analysis has measured the main channel length is103.27k.m</p>
      <list list-type="bullet">
        <list-item id="li-f220247c2dd6">
          <p>
            <bold id="strong-80afa40562344664b6ed2d2181254cd9">Rho coefficient</bold>
          </p>
        </list-item>
      </list>
      <p id="p-72b579162cd8">It is a notable parameter relates drainage density of physiographic growth of a basin which facilitates an assessment of storage ability of stream network<bold id="strong-5cec3a7772504e3db846136c6c257963"> </bold>hence a reason for eventual degree of drainage development in the watershed <xref id="x-e69c19048e87" rid="R226713230377780" ref-type="bibr">52</xref>. This parameter has changed the climatic, geological, biological, geomorphological, and human activities. The Rho coefficient value of the basin is 0.58, it has lower hydrologic storage capacity in the floods period.</p>
      <sec>
        <title id="t-d85718ccc1c9">Areal aspect of the Darna watershed</title>
        <p id="paragraph-95fe0ad13a4c4dd08e97f72271b84aef">Analysis of the areal aspect of the Darna watershed in <xref id="x-e269139f79ba" rid="table-wrap-309cb82deade4f9db9d5646623bf5d77" ref-type="table">Table 4</xref> </p>
        <table-wrap id="table-wrap-309cb82deade4f9db9d5646623bf5d77" orientation="portrait">
          <label>Table 4</label>
          <caption id="caption-caf35f9fd64942ab8a33676bdf1dcb87">
            <title id="title-7590cf11321a4a3f8769cbe0491e39ca">
              <bold id="strong-ce6838cbde2048d78c5c6c4277165031">Areal aspect of the Darna watershed</bold>
            </title>
          </caption>
          <table id="table-36315ef301a8449a9267779c811e66c4" rules="rows">
            <colgroup>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="9"/>
              <col width="10"/>
            </colgroup>
            <tbody id="table-section-4737b4e0735c41d9b0ebf30d18647831">
              <tr id="table-row-31cc40bf9f2b4ab9aa538af83e096e53">
                <td id="table-cell-9e268cf2efea47e691b570adc9e8023b" align="left">
                  <p id="paragraph-9d3f68d55a784f0ca2b6060a26b2f3c8"> <bold id="strong-caf84f375ed24183b633565951557f8f">Basin Area (km2)</bold></p>
                </td>
                <td id="table-cell-237fdefd4888466f9ab760fc246daa34" align="left">
                  <p id="paragraph-600cd8e74c7b46ec97cf3f49002fcc92"> <bold id="strong-aca6c50776304644bbd7d8a0355b2c4b">Perimeter</bold></p>
                </td>
                <td id="table-cell-c91121e277624081ba87e00b9497e4dd" align="left">
                  <p id="paragraph-0113d00d08174882958e79c3a4b2a5e3"> <bold id="strong-b50dd4b3151b4829939c99fec1cfea42">Width </bold></p>
                </td>
                <td id="table-cell-8b57b5245482477787f48d93b5f8199d" align="left">
                  <p id="paragraph-75112b046c2c4a3882b7dc96dbca37d5"> <bold id="strong-e6144ad305d9456da9f0efab3760400c">Length area relation </bold></p>
                </td>
                <td id="table-cell-ce60c078321d40f08a745f9f28b8c5aa" align="left">
                  <p id="paragraph-4e1480d4a02943ffb2844f00006c6b56"> <bold id="strong-3c62c4ac535d4f90bdc56f023bfcd8f7">Lemniscate</bold></p>
                </td>
                <td id="table-cell-4be076986bb94bf299b55013ea0ac7ac" align="left">
                  <p id="paragraph-1583ea8b976c487f8a1aeb78d24dd9fb"> <bold id="strong-0d91376a8aec497ba9915869ddea0b15">Form factor</bold></p>
                </td>
                <td id="table-cell-7f91eb57a0fd4a2bbe8204c2f3503ee8" align="left">
                  <p id="paragraph-865665add093413f8674125f044fa2b4"> <bold id="strong-4028fb6046b04554aaf35ae43944604a">Elongation ratio</bold></p>
                </td>
                <td id="table-cell-660d75e1442547049f7000f342c521a9" align="left">
                  <p id="paragraph-1fb4d3b0eb2d463290e4d2416bf782f4"> <bold id="strong-87c12fc3bbfd42559bb4790dfbd05596">Texture ratio </bold></p>
                </td>
                <td id="table-cell-b52de3bd20614ddbb567f69d2b25edf4" align="left">
                  <p id="paragraph-0ad518b304bd4102ab04ce2a51407290"> <bold id="strong-29e05654132143579a1956e075099917">Circularity ratio</bold></p>
                </td>
                <td id="table-cell-0efcbeb627154b88a6d519daaca605bf" align="left">
                  <p id="paragraph-171b07e5fc6c4492be69c1762a6e0ee0"> <bold id="strong-12116c4c6273496f81f7d76ac1c2e752">Compactness coefficient</bold></p>
                </td>
                <td id="table-cell-d75bf03718614f5584d9a059d2bdef7c" align="left">
                  <p id="paragraph-c39b3cb773a04874ae3dcf4caa38b26f"> <bold id="strong-8ed4736a8cc343b9b79cf2f5dba489c3">Fitness ratio</bold></p>
                </td>
              </tr>
              <tr id="table-row-f0b310ca2f494ad99817a1c1c3a85baa">
                <td id="table-cell-dc66b3e501d443dc940275653f23e953" align="left">
                  <p id="paragraph-6147dd4ed4e84d4e86dd3bc0485c64a7"> 1304.51</p>
                </td>
                <td id="table-cell-ca99b9dd22c24770b2bbaea012194775" align="left">
                  <p id="paragraph-4aa68c22301046b1a9e24aae85d7a8bb"> 198.05</p>
                </td>
                <td id="table-cell-052ae40fe43d41d7abb55ba27dd98ff6" align="left">
                  <p id="paragraph-c2e76cf8cf1c404dbdf093eb4180a013"> 23.94</p>
                </td>
                <td id="table-cell-742fb5dc24d443129c4d91661c7cfac8" align="left">
                  <p id="paragraph-ee8308b2253c443194a19a31c29d3235"> 103.61</p>
                </td>
                <td id="table-cell-dd94fbe509c74f529509fb1afb14527b" align="left">
                  <p id="paragraph-9036e6578c604156aa00e22f404afd0a"> 2.28</p>
                </td>
                <td id="table-cell-db402c013cdb442f8f9dc28775051d92" align="left">
                  <p id="paragraph-dc223be070d844b485d631a60ef4c311"> 0.43</p>
                </td>
                <td id="table-cell-1d4618b6b1584f288d34dcff5ddca0e0" align="left">
                  <p id="paragraph-5e9d563214d44f50a77f9e391a657b38"> 0.74</p>
                </td>
                <td id="table-cell-27acb1a7205f4f2bb293a8517492dfb8" align="left">
                  <p id="paragraph-2a5fca2c950e4f488b98772723f135dc"> 24.36</p>
                </td>
                <td id="table-cell-9d30e50911ed41039d75c09c67ddce4d" align="left">
                  <p id="paragraph-935fae66f76d4cbeb66b9bdb9261d504"> 0.41</p>
                </td>
                <td id="table-cell-ecab16b75e184307b70ce0c7fa63b321" align="left">
                  <p id="paragraph-1a4ade483ff14e93843210bf6549d609"> 0.11</p>
                </td>
                <td id="table-cell-40b4b8981c7a4d32a3509c280a5e1914" align="left">
                  <p id="paragraph-ba6de8429520432280af82c12b09a3af"> 0.73</p>
                </td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
        <p id="paragraph-65d61165fb9f44bab6dd9302409fb935">• <bold id="strong-bdb30ea41ec5450eaab915aba4da9bcf">Length of the basin</bold>: According to Schumm <xref id="x-6c34f1fdfe20" rid="R226713230377761" ref-type="bibr">55</xref>  the basin length is parallel to the principal drainage line. The total length of the Darna basin is 1304.51K.M</p>
        <p id="paragraph-48e427422f8347df96c5e75347b2e8c1">• <bold id="strong-c227da7d923e4c1aa6bea2ea52c2a366">Basin, perimeter</bold><bold id="strong-cc15a0e63be748078f647b3049060ea9">, and width:</bold> The perimeter of a drainage basin is defined as the horizontal projection of its water divide. The interrelationship between the total watershed and the total stream lengths <xref id="x-21f06255b98c" rid="R226713230377761" ref-type="bibr">55</xref> . Total areal extension of the Darna basin is 1304.51 km2 while its perimeter198.05and width is 23.94 km.</p>
        <p id="paragraph-64e7a68069924d5a95e716b877964629">• <bold id="s-ea8202e8b523">Length area relation:</bold> A large number of basins, the stream length and basin area is associated by a simple power function the following length area relation= 1.4xA 0.6 .the length area relation of the basin is 103.61 </p>
        <p id="paragraph-3a40d929c51d49d7a9e6e2d0369f6bdf">• <bold id="strong-d7d1e4bf3eba47cea3d4652b176d87ba">Lemniscate’s</bold><bold id="strong-c3a7f51358f3450497185c9a32a05652">:</bold> Its value has used to measure the gradient of the basin <xref id="x-7911d9cb3493" rid="R226713230377721" ref-type="bibr">58</xref>  2.28 is the Lemniscate value of the Darna basin which it resulted in the basin covers the maximum area in its regions of beginning with a large sum of streams of lower order. </p>
        <p id="paragraph-6ed6d490a8504ff09bc49ee0a6bd103f">• <bold id="strong-ead1eaec24f3465aa5022e63d22bb13c">Form factor</bold><bold id="strong-ee50856e3bb1444281eeef564b6cc997">: </bold>The form factor may define the ratio of the basin area to the square of the basin length and used to predict the intensity of a basin <xref rid="R226713230377766" ref-type="bibr">10</xref>, <xref rid="R226713230377780" ref-type="bibr">52</xref> in the form factor 0.43 value of the basin is small then the basin will be more elongated and experience lower peak flow of longer duration while the basin with high form factor experience higher peak flows of smaller period.</p>
        <p id="paragraph-d31cad8db66742f6bebe58d78192a426">• <bold id="strong-e63e1dc055384754ba5a4a7734cb6f4d">Elongation ratio</bold><bold id="strong-a9af8a2eb90c47059eca0577482fb3ef">: </bold>according to the Schumm <xref id="x-d1569225275d" rid="R226713230377761" ref-type="bibr">55</xref>  has demarcated as the ratio of the diameter of a circle of the same area as the basin to the maximum basin length. 0.6 to 1.0 over a wide variety of climatic and geologic condition of variety  Elongation ratio has divided the variable slopes of the basin such as circular (0.9-0.10), Oval (0.8-0.9), less elongated (0.7-0.8) elongated (0.5-0.7) and more elongated (&lt;0.5) the basin value of elongation ratio is 0.74 which represents the basin is less elongated. This suggests that the basin belongs to the less elongated shape and high relief.</p>
        <p id="paragraph-77038e67cfde4fe082cd1a5b2521a17e">• <bold id="strong-5bf6ead931eb41f99417f5038ff52960">Texture </bold><bold id="strong-4e424ca30adb4bf991fbae57ce9e629e">ratio</bold>:<bold id="strong-245c2201e5a84863ab4ad8b3d3d58a0c"> </bold>Lithology, infiltration ability and relief aspect of the topography in depends on texture ration <xref id="x-5dd539378121" rid="R226713230377761" ref-type="bibr">55</xref>. Iration means between the first order streams and basin perimeter. The texture ratio value of the watershed is 24.36. </p>
        <p id="paragraph-02a1f7cdf7544885924ed4a8954e09e2">• <bold id="strong-a006341b26914189af80917e6ec8c84c">Circularity ratio</bold>: Circularity ratio means the ratio of basin area of the area of a circle having the same perimeter as the basin <xref id="x-1aa9083454ce" rid="R226713230377759" ref-type="bibr">53</xref> . Ratio is influenced by the length and frequency of streams, geological structures, land use/land cover, climate relief, and slope of the watershed.  According to Miller, the circularity Ratio ranges from 0.4 to 0.7 indicate sturdily elongated and extremely permeable homogenous geologic materials. A circularity ratio of the basin is 0.4180 which indicates an elongated shape. The Observed circularity ratio of the basin indicates that the basin is less elongated in shape.</p>
        <p id="paragraph-a02d314875354b4bb59672420cdea729">• <bold id="strong-ea7791b59e6c4cb7bbe92199ee92fb2f">Compactness coefficient:</bold> The ratio of the perimeter of the basin to the circumference of the circular area which equals the basin area <xref rid="R226713230377747" ref-type="bibr">50</xref>, <xref rid="R226713230377709" ref-type="bibr">59</xref>. The compactness coefficient is independent of the size of the watershed and dependent only on the slop. The compactness of the basin is 0.11.</p>
        <p id="paragraph-9f5692f849354c888f7cc32d25911357">• <bold id="strong-1c18060494284afda9622c65df0e345e">Fitness ratio: </bold>the ratio of the main channel length to the basin perimeter which is a measure of topographic fitness is fitness ratio (Melton 1957; Ra et al.2018). The fitness ratio for Darana watershed is 0.73 (<xref id="x-064c1c1d5870" rid="table-wrap-309cb82deade4f9db9d5646623bf5d77" ref-type="table">Table 4</xref>)</p>
        <p id="paragraph-c773652d48b948fc9a858c82cd5c2665">
          <bold id="strong-e7ea1f1059f440029c3be65662ccd811">C. Drainage texture analysis of Darna watershed</bold>
        </p>
        <p id="p-1235d5ba09b3">Analysis of the Drainage texture analysis of Darna Watershed in <xref id="x-833ac67544a3" rid="table-wrap-10d8bcf3b0d6409286b81cd688c12710" ref-type="table">Table 5</xref> </p>
        <table-wrap id="table-wrap-10d8bcf3b0d6409286b81cd688c12710" orientation="portrait">
          <label>Table 5</label>
          <caption id="caption-8d9e2b06ac374561a74c261c37c3682e">
            <title id="title-4c9c05889cda413aa7015c254c04473c">Drainage texture analysis of Darna watershed</title>
          </caption>
          <table id="table-cca5cefc8a8146c0a6464b21a92f7a93" rules="rows">
            <colgroup>
              <col width="11.5"/>
              <col width="16.5"/>
              <col width="14"/>
              <col width="14"/>
              <col width="14"/>
              <col width="14"/>
              <col width="16"/>
            </colgroup>
            <tbody id="table-section-6ea3aceb352c407793a61d5cb5c895ef">
              <tr id="table-row-b064b09f6b3d42a195f9366a3e53ae57">
                <td id="table-cell-3bd44c5f2bc14d58ab62ee53d9140750" align="left">
                  <p id="paragraph-6985cb8fbf03411f8a1525cdfec82192">
                    <bold id="strong-a7d29261a58147fbb80eb5e39b1959b8">Stream frequency (Sf)</bold>
                  </p>
                </td>
                <td id="table-cell-ae67afc0d5ad4b6fb949f4af7ccf524a" align="left">
                  <p id="paragraph-93c6cc7c242f4046bc70ba64f113a758">
                    <bold id="strong-8c1ce1adf071438d85622457beee218a">Drainage density (Dd)Km/Sq.km</bold>
                  </p>
                </td>
                <td id="table-cell-d457bb43de0a43469a351dedac7b88e8" align="left">
                  <p id="paragraph-e1c562b37dc54bcca2665b764ef40940">
                    <bold id="strong-da8019c47e564c7a998979ab4bdc580b">Constant of channel maintenance (km/Sq.km</bold>
                  </p>
                </td>
                <td id="table-cell-b16666716e54438698f3f4d805379c70" align="left">
                  <p id="paragraph-60c74a5e25d3463682af8e88e2ff6b7b">
                    <bold id="strong-2687cc161ec1424bb2b513ecfccfec53">Drainage intensity (Di)</bold>
                  </p>
                </td>
                <td id="table-cell-34339c9a78e8413aaeafafd5d147acd4" align="left">
                  <p id="paragraph-f9f0d826e80b4cfaafcf086a7c323ebc"> <bold id="strong-2f9f38b5523944e18e8cf19829a20baf">Infiltration number (If)</bold></p>
                </td>
                <td id="table-cell-6b5bf71ca1d44aa9944a9d29870143a8" align="left">
                  <p id="paragraph-33de1d2219444207bf3edb0e34d2505e"> <bold id="strong-97e91797e8b4450d910c6d04eb2cf9c5">Drainage pattern (Dp)</bold></p>
                </td>
                <td id="table-cell-3dddd8e42cfb407ab2cbff5ca4b1d150" align="left">
                  <p id="paragraph-a047e4c23863483ca4bdd2f2c2a1b253"> <bold id="strong-563a2b387e8841dea92439f9580877e0">Length of overland </bold><bold id="strong-229170df63404285a598bcd4cf1a7911">flow(Lg),km</bold></p>
                </td>
              </tr>
              <tr id="table-row-c3c5928142c142e5880860b4a359ce1b">
                <td id="table-cell-c968956292f24cb9932cf8343c4700b9" align="left">
                  <p id="paragraph-3222889ebb304e21925fe066300ad38e"> 4.70</p>
                </td>
                <td id="table-cell-f19821ef82e04f9b8a2a0fce078002ed" align="left">
                  <p id="paragraph-cec68bce9ea444caa50e60b53d8e7ba0"> 2.60</p>
                </td>
                <td id="table-cell-c77d54fcced248888e979281482cd649" align="left">
                  <p id="paragraph-a01fe3274a6a404d8ffe61b898e5697e"> 0.38</p>
                </td>
                <td id="table-cell-14912deab4db45ec95f5533187f153e9" align="left">
                  <p id="paragraph-f250f2d8819d47cca69ea5b9caa638fc"> 1.80</p>
                </td>
                <td id="table-cell-996767bfbb0540f2b226535dd62163c6" align="left">
                  <p id="paragraph-7c89f184c50a4bb695e26f983dc73e48"> 12.22</p>
                </td>
                <td id="table-cell-61842bb6794c4448925b4ea3a9f3aae1" align="left">
                  <p id="paragraph-4c85205846ae418ea1c86fe35cd9e6ee"> </p>
                </td>
                <td id="table-cell-5b0dfae75b884f06b05429ccb903c671" align="left">
                  <p id="paragraph-8a9f7cb54ee748aba90665ad805e72ef"> 2212205</p>
                </td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
        <p id="paragraph-7d5d0de179a94c0a9d9dcdbca44fe6eb">• <bold id="strong-c86ddbdc74e14107809296f9084f0932">Stream frequency:</bold> The number of the stream segments per unit area means stream frequency <xref rid="R226713230377780" ref-type="bibr">52</xref>, <xref rid="R226713230377746" ref-type="bibr">56</xref>. The stream frequency of the watershed is 4.70.which is stream frequency of the Moderate category.  It is controlled by the lithology of the watershed and specifies the texture of the stream network.</p>
        <p id="paragraph-83ecb3ebf6624ebba5946801dab4d882">• <bold id="strong-aebf686def184395a0001c6b58e36892">Drainage density</bold><bold id="strong-2282c5c25d594cb9883ecd2676cd56cb">:</bold></p>
        <p id="paragraph-6fbfbd0ec6a64d2ea171b2c71b37e2c1">The drainage density defines as the stream length per unit area in the watershed area <xref rid="R226713230377725" ref-type="bibr">51</xref>, <xref rid="R226713230377780" ref-type="bibr">52</xref>, <xref rid="R226713230377746" ref-type="bibr">56</xref>, <xref rid="R226713230377731" ref-type="bibr">68</xref>, <xref rid="R226713230377730" ref-type="bibr">69</xref>. Which is expressed in terms of km/km<sup id="superscript-d3fee285cf3749b2b428965f4015149f">2</sup>. The drainage density is an element of drainage analysis that has expressed the study of landform, through climate, lithology, and structure and relief history of the area. Drainage density increase with decreasing infiltration capacity of the underlying rocks and decreasing transmissivity of the soil. The drainage density for the whole watershed is 2.60 km/km<sup id="superscript-14db26f4000141bdb1ed26b78d26b934">2</sup>.</p>
        <p id="paragraph-a3b890cde6024411a1232aae1d73822c">• <bold id="strong-279bc12f64014ade9e08f3996e675cf5">Drainage texture</bold>: <bold id="s-67857401841d">Smith (1956) </bold>has classified into five classes such as the drainage density less than 2 indicates very coarse. 2and 4 is too coarse, 4 to 6 moderate, 6 to 8 is fine, and greater than 8 is very fine. Drainage texture depends on climate, rainfall, vegetation, rock, type of soil, the capacity of infiltration, and relief of the watershed. It has observed that the drainage texture is 24.36 it indicates the presence of highly resistant permeable material with high relief. The soft or weak rocks unprotected by vegetation produce a fine texture, whereas massive and resistant rocks cause coarse texture. Sparse vegetation of climate causes finer textures. The texture of a rock is dependent upon vegetation type and climate.</p>
        <p id="paragraph-37282142b5c743a3baae516b7da0a50b">• <bold id="strong-51f3038d09cf4a38b7f29a0277589b92">Constant of channel maintenance</bold><bold id="strong-c8b40d3deae84932a05f8df7d5efd2ab">:</bold><bold id="strong-ee0891e2ec14461f8406bcacc5e074c4"> </bold>it used the inverse of drainage density as a property termed as “Constant of channel maintenance” <xref id="x-3f8736b14f52" rid="R226713230377761" ref-type="bibr">55</xref>. Rock type, permeability, climatic region, vegetation cover, relief, and duration of erosion it depends. Higher value has suggested more area is required to produce surface flow, which implies that part of water lay lost by evaporation, percolation, etc. Lower value indicates less chance of preculation and more surface runoff.</p>
        <p id="paragraph-bfcb439d0952442ea792153c78f8b887">• <bold id="strong-f406253c17c64b1882b5d2e125b1e022">Drainage intensity</bold><bold id="strong-cff120cb093f4bdb8b29b6e7478306a3">: </bold>it is the ratio of the stream frequency to the drainage density of the basin <xref id="x-912f3f8a2882" rid="R226713230377792" ref-type="bibr">62</xref>. The study shows a low drainage density of 1.80 for Darna watershed.</p>
        <p id="paragraph-c7216719ca2843d69138aaac7b582429">The lower value has inferred the land surface by agents of denudation and higher value indicated susceptible to flood, gully erosion, and landslides.</p>
        <p id="paragraph-516886560943423893e8392b85d035a5">• <bold id="strong-26501d6abc014666be6a46a295c47851">Infiltration number:</bold><bold id="strong-f87b60b7241b424fa6bb7662937d6421"> </bold>the infiltration number of a basin is the product of the drainage density and stream frequency and describes about the infiltration physiognomies of the watershed. It is inversely proportional to the infiltration capacity of the basin, if higher value than lower infiltration and high runoff. The value of the study area is 12.22 which specifies that the low infiltration capability because more water flows in a small period during the monsoon season.</p>
        <p id="paragraph-6f0330c080da4eedb54a28b15d708148">• <bold id="strong-b7691fb6d3464d2189b2363bf4ca74a5">Drainage pattern:</bold>  The drainage pattern has reflected the impact of slope, lithology, and structure and understanding the stage of the cycle of erosion. Drainage pattern has presented the characteristics of the river basin through drainage texture. Drainage pattern has information that the geology of the watershed, the existence of faults, the strike and depositional rock, existence of faults, and geological structure. The time formation of the basin is long then the more easily the dendritic pattern is developed. </p>
        <p id="paragraph-680f9786c6574177b25764e6f514609b">• <bold id="strong-15965372892f4f939aca87b94bae9de5">Length of overland flow</bold>: the length of the overland flow is the length of the flow path, projected to the horizontal, on-channel flow from a point on the stream divide to appoint on the neighboring stream channel <xref id="x-edc9fd57d92d" rid="R226713230377780" ref-type="bibr">52</xref> in the study the length of overland flow value of the basin is 2213205 km. which shows high surface runoff in the area. </p>
      </sec>
      <sec>
        <title id="t-d2176ea620a9">Relief Parameters</title>
        <p id="paragraph-9031e7d687a7459d919f59c34635e439">The relief aspects of the drainage basins are related to the study of three-dimensional features of the basin involving area, volume, and altitude of the vertical dimension of landforms wherein different morphometric methods are used to analyze terrain characteristics which are the result of basin process. The assessment of the relief parameters in details <xref id="x-5b2f90358559" rid="table-wrap-601ecc875efe4171befcb081cb39fc61" ref-type="table">Table 6</xref>.</p>
        <table-wrap id="table-wrap-601ecc875efe4171befcb081cb39fc61" orientation="portrait">
          <label>Table 6</label>
          <caption id="caption-0a03c5c4e7194cbca40ef517dea7c586">
            <title id="title-b2b35961bf4b4918a81774e72f12f46d">Relief Parameters </title>
          </caption>
          <table id="table-083181e081bf44d8b4d851a27ac58613" rules="rows">
            <colgroup>
              <col width="7.77"/>
              <col width="6.2299999999999995"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="7"/>
              <col width="9"/>
            </colgroup>
            <tbody id="table-section-196487f5bf1a4940b0fc7e6c48eeba5c">
              <tr id="table-row-cd8b7cccbe184e1e9c37c3fa158a3f9a">
                <td id="table-cell-0627f61ec78b45e79653934f7fc53148" align="left">
                  <p id="paragraph-fda9670a9ddc41c6aeec42a17a40919c">Height of basin Mouth (z) m</p>
                </td>
                <td id="table-cell-049a73efe61c47d29af0969b42b59d5c" align="left">
                  <p id="paragraph-893f47ac3d6a4cd9b0f15fc18494bb29">Maximum height of the basin(Z)m</p>
                </td>
                <td id="table-cell-b7322a417eb24238be74b24d8eb20e0b" align="left">
                  <p id="paragraph-4c95b57c629d4fb181ed784740437a41">Relief</p>
                </td>
                <td id="table-cell-c5e75d7c9ca24e3db40e352311b46248" align="left">
                  <p id="paragraph-f7e4807813bd42d387ddbca780be7ae9">Total basin relief (H),m</p>
                </td>
                <td id="table-cell-18dedfd31b074633ae931b7dba2d3bbb" align="left">
                  <p id="paragraph-0ec05d49681745dba086c4920a4ae36b">Relief ratio(Rhi)</p>
                </td>
                <td id="table-cell-3e9ca0bf0ea14aefbe458d55858a3deb" align="left">
                  <p id="paragraph-ac3dd00c8e604ae69613a76834c28f8f">Absolute relief (Ra)m</p>
                </td>
                <td id="table-cell-93d3a49732434454a57ac0ae62fada05" align="left">
                  <p id="paragraph-6a17250d1ef34812abdf66f6050c5173">Relative relief ratio(Rhp)</p>
                </td>
                <td id="table-cell-7c2a0b47b6344582b25a3daf581de9c2" align="left">
                  <p id="paragraph-9e48d224f6d44912a68f12ca1d906cd7">Dissection index (Dis)</p>
                </td>
                <td id="table-cell-a0a49bf06e27465a99a431cde038b412" align="left">
                  <p id="paragraph-9217308cb2d3448490a38a07e12fa6d6">Gradient ratio (Rg)</p>
                </td>
                <td id="table-cell-789b5653341c4959a7d106effbc5b29c" align="left">
                  <p id="paragraph-87ffea3a4c594be883136cb9772c3bdf">Watershed slope (Sw)</p>
                </td>
                <td id="table-cell-480229599e074cfdb4eaed7e0dd222cd" align="left">
                  <p id="paragraph-c618823722ca428ba9e7fc6ddfe052ee">Ruggedness number (Rn)</p>
                </td>
                <td id="table-cell-26a79475982344bfb70aad611f266d4e" align="left">
                  <p id="paragraph-c109e4dad4b847139616bc8a690b01bc">Melton ruggedness number (MRn)</p>
                </td>
                <td id="table-cell-4014904cb3e14f759f1b52100603ad49" align="left">
                  <p id="paragraph-53f3b44fe11c4e27a532c59e5f71eb28">Total counter length (Ctl),Km</p>
                </td>
                <td id="table-cell-dc3e2c97fd904e038ba77111c755674d" align="left">
                  <p id="paragraph-229a0cb856a543a388f060f98aa4ae1f">Counter interval (Ci),m</p>
                </td>
              </tr>
              <tr id="table-row-3018d26d7f5d4cd89b3a7ba672926272">
                <td id="table-cell-00a9b87860a142bf9da48c09d868ce74" align="left">
                  <p id="paragraph-4207118717f74c409e82808e215614b6"> 538M</p>
                </td>
                <td id="table-cell-fb48497eb4724a8c89ec2ef876fb19d4" align="left">
                  <p id="paragraph-d6ca8f47dbf44e8a84ab987e86f0c55d"> 153M</p>
                </td>
                <td id="table-cell-05ec73227eae4d7a86bfee2c576e3994" align="left">
                  <p id="paragraph-ad0f88df255748cb9ccb9cf94003ae35"> 1069M</p>
                </td>
                <td id="table-cell-bafd92538a2e4739a8c323e54f90a266" align="left">
                  <p id="paragraph-adb76e88b0424ec3b7eaac4e6b2b30d9"> 993M</p>
                </td>
                <td id="table-cell-5752f91f86ff4ffb97898d78272391c6" align="left">
                  <p id="paragraph-da8e7257a94f4313ab3e26bb365f1f6d"> 18.22</p>
                </td>
                <td id="table-cell-70f429f347114446b386a06fe4b27811" align="left">
                  <p id="paragraph-f7fe99c12709406e9c1e9fcfdb2ad093"> 1531M</p>
                </td>
                <td id="table-cell-e5d57457d1e74b928474c5cbf7204944" align="left">
                  <p id="paragraph-d6ff9408487f40318d3da24cd30056db"> 501.38</p>
                </td>
                <td id="table-cell-7e3d277b9dfd4b20b8eeacdf9b83ab68" align="left">
                  <p id="paragraph-be7d0945a8974e05ad20da28592e7119"> 0.64</p>
                </td>
                <td id="table-cell-f04b9899d2214983a038444d9fced03e" align="left">
                  <p id="paragraph-6ae3d3b8d3ec4a01a5c771a07a230706"> 18.22</p>
                </td>
                <td id="table-cell-c2577e44fb6b475d98fbe11edbdfe163" align="left">
                  <p id="paragraph-b348f8f398834c94b79a13fef6ca7fe4"> 18.22</p>
                </td>
                <td id="table-cell-fafce5c75d4044a3b30ccfdb37c502f4" align="left">
                  <p id="paragraph-e2c54d3677c0419f8f8f3f384eca8044"> 2.58</p>
                </td>
                <td id="table-cell-5993707ad48940dfa26d066aa0604f0c" align="left">
                  <p id="paragraph-ad8e5dab1c554b16a71d2ed81f0a6991"> 076</p>
                </td>
                <td id="table-cell-35ccd27ecd1d48a98cf3c9a53fbca750" align="left">
                  <p id="paragraph-1a31121c49054301a32a57544c1c3f4d"> 8844225.40</p>
                </td>
                <td id="table-cell-5d8a82a931cc4b3ab99a712e6add4c8f" align="left">
                  <p id="paragraph-53985e74fb7943629ee9b801e8b1b28a"> 20</p>
                </td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
        <p id="paragraph-720cb780c0f241feb993af4a627afa40"/>
        <p id="paragraph-9e3d110dc46e40fa99322401eccee6b8">• <bold id="strong-fa61dc643d124cf1a9379b3f2d2dc7fb">Relief </bold><bold id="strong-ffaa90500ab941d3b664789af89297b9">ratio:</bold><bold id="strong-29adb2ad8ba7410ba6228ae5c3921dbc"> T</bold>he termed as relief ratio of maximum relief to the horizontal distance along the longest dimension of the basin parallel to the principal drainage line <xref id="x-690c8921afd3" rid="R226713230377761" ref-type="bibr">55</xref>. Basin relief is a key indicator of a drainage system shown by the elevation. It measured the overall steep slope of the drainage basin and it is an indicator of the intensity of the erosion processes operation on the slope of the basin. The relief ratio value of the basin is 18.22 which shows that the major portion of the basin in having a gentle slope.</p>
        <p id="paragraph-c80add20471040ac9f2bd1fa49334dcd">• <bold id="strong-4955699173ba4618b3f0d002ea45c4ac">Relative relief</bold>: The maximum basin relief has calculated from the highest point on the basin perimeter to the mouth of the stream. Relative relief was computed as proposed by <xref id="x-7a7bc98d91c1" rid="R226713230377761" ref-type="bibr">55</xref>  the Relative value of the study area is 501.38.</p>
        <p id="paragraph-c37f28b38a2d4112a17f8f3b611e0254">• <bold id="strong-fbf38796b98943e98dc2c9322e206800">Ruggedness number and </bold><bold id="strong-0ae33a6a760c4425a59f436b7f2cd491">Melton</bold><bold id="strong-4266023073e94641a334297950074f90"> ruggedness number</bold>: the ruggedness number is the product of the basin relief and the drainage intensity <xref id="x-0e76b0fda13e" rid="R226713230377730" ref-type="bibr">69</xref>  and combines slope steepness with its length and his implications on the structural complexity and erosion potential of the landforms. The ruggedness number value of the study area is 2.58 the ruggedness of the basin suggests that the area is rugged with high relief and high stream density. The Melton ruggedness of the basin is 0.76 which indicates the basin is debris flood basin, where the bed load component dominates sediment under transport.</p>
        <p id="paragraph-f83a709367954999a25f4bd0eb272d9d">• <bold id="strong-3f4f8b7a01b84d95984026cf5ee4cd01">Dissection index</bold><bold id="strong-7c4a3fb9e72e48e2bdfba4915e7e2761">:</bold> The dissection index is a factor inferring the degree of vertical erosion and explains the phases of landform development in any region <xref id="x-b46322394b43" rid="R226713230377754" ref-type="bibr">63</xref>. Generally dissection index is o to 1.which it indicates the absence of vertical erosion and one id indicated vertical escarpment of the hill slope. The value of the basin is 0.64 which indicates the area is a moderately dissected. </p>
        <p id="paragraph-6b7c755344514de4a943b9208790c68e">• <bold id="strong-3fb51b11e52948cbbc945e8d355f9d81">Gradient </bold><bold id="strong-16a95f05d7754242841de189b8e13873">ratio:</bold> Gradient in the steepness of a slope and explained as a proportion between its vertical intervals reduced to unity. It used to estimate the tangent of the angle of the slope of the basin. Gradient ratio is a parameter of channel slope that facilities calculation of the runoff volume <xref rid="R226713230377747" ref-type="bibr">50</xref>, <xref rid="R226713230377740" ref-type="bibr">64</xref>. The gradient ratio value of the study area is 18.22 which revels the mountainous nature of the terrain.</p>
        <p id="paragraph-4368aae33b01419b8e4ad0513ac87800">• <bold id="strong-e4bd0ccf64014d59909f591516471ea5">Slope</bold><bold id="strong-240b9776046646209b9518af16f9c686"> map</bold><bold id="strong-d25c2c3ce56a4b59a9edc86cb949c5d4">:</bold><bold id="strong-cb0d7aae2e044bb7879b9a18c7365231"> S</bold>lope analysis is a significant parameter in geomorphic studies<bold id="strong-fffdc4933b8f4f5c8278cffc5a7e69fc">.</bold> Slope is the measure of the change in surface value over distance and it has expressed in degrees and as a percentage. The slope elements are controlled by climatomorphogenic processes in the study area. Slope distribution is essential to provide data for planning, human settlement, agriculture practices or activates, deforestation, planning engineering structures, morph conservation practices <xref rid="R226713230377747" ref-type="bibr">50</xref>, <xref rid="R226713230377740" ref-type="bibr">64</xref>. The maximum rate of change in value from each cell to its neighbors using the methodology to identify the slope grid <xref id="x-2243064d46b9" rid="R226713230377726" ref-type="bibr">70</xref>.</p>
        <p id="paragraph-a299c0f990ab49d897c553afac4ded2e">In a raster format, the digital elevation model is a grid where each cell is a value referenced to a common datum.in the study topographical elevation map for the study area has developed by DEM (Digital elevation model) extracted from CARTOSAT Data. The DEM was subjected to two-directional gradient filters. The resultant maps were used to extract a slope map of the study area using Spatial Analyst tools in ArcGIS.</p>
        <p id="p-c159ac90c2b4"/>
        <fig id="f-9c9901b800d6" orientation="portrait" fig-type="graphic" position="anchor">
          <label>Figure 3 </label>
          <caption id="c-54d4081f1e01">
            <title id="t-0271383e1da7">Slope</title>
          </caption>
          <graphic id="g-e2c5b5dd60ff" xlink:href="https://typeset-prod-media-server.s3.amazonaws.com/article_uploads/594ab341-af6f-4318-bc6c-c07af9b3bfe9/image/f6ea0dc2-02f6-457f-819b-b340113954bc-uimage.png"/>
        </fig>
        <p id="p-e5623075e48c"/>
        <p id="paragraph-888618860ac44715aa62971cb1eedd94">• <bold id="strong-b6adc6f433334ef3a21223485c417c27">Aspect map:</bold> Aspect map has refers to the direction to which a mountain slope faces. The aspect map is a very significant parameter to understand the impact of the sun on the local climate of the study area. Generally, west-facing slope showing the hottest time of the day in the afternoon, and in most cases, a west-facing slope will warmer than sheltered an east-facing slope <xref id="x-5c5edc751b14" rid="R226713230377782" ref-type="bibr">3</xref>. The distribution of vegetation type in aspect map. The aspect map has derived from CARTO SAT DEM represents the compass direction of the aspect 0 is north and 90 is east. The Darna watershed shows east-facing slopes and therefore these slopes have higher moisture content and higher vegetation.</p>
        <p id="p-c0286bfdfa49"/>
        <fig id="f-de8396028383" orientation="portrait" fig-type="graphic" position="anchor">
          <label>Figure 4 </label>
          <caption id="c-6cf5ef0d980a">
            <title id="t-514968e6b315">Aspect</title>
          </caption>
          <graphic id="g-91eee21a4955" xlink:href="https://typeset-prod-media-server.s3.amazonaws.com/article_uploads/594ab341-af6f-4318-bc6c-c07af9b3bfe9/image/940e33f5-cf43-4d3a-9e36-5cb9391c240e-uimage.png"/>
        </fig>
        <p id="p-e45bfbc59774"/>
        <p id="paragraph-939e5524fe4e4d77ab581518c01af54e">• <bold id="strong-21cdf711798d43e3a1cde0bbc5a10fc0">Land use and land cover</bold><bold id="strong-6dad54b1a0b3412cbbceda1e5710cc9f"> mapping</bold><bold id="strong-fee3005672ad4657b4cbe51f2d88c781">:</bold></p>
        <p id="paragraph-a7b9451bd9f945078a1b9a9e59b28884">Land use and land cover pattern changes are the most important factors for understanding the groundwater conditions of the study area. A water resource has severed pressure because of land use practice and climate change. Land use pattern changes and their estimation describe the utilization of land resource by human activities mainly agriculture and human settlement <xref id="x-3f028fd6ba0a" rid="R226713230377782" ref-type="bibr">3</xref>.</p>
        <p id="paragraph-ccca4ae2d8464f9093f00632eaade694">Hydrological interfaces from the land-use and land cover pattern are helpful to understand the changing scenario of water demand form different activates such as requirements of agricultural practice, domestic needs, industrialization and it can also use to understand the infiltration recharge and runoff rate of the watershed. Land use pattern changes become an important component in hydrological monitoring and natural resources management.</p>
        <p id="paragraph-28534a1ebfc14897bd6f9f60b9a7bb75">Analysis of the land-use changes for hydrologic processes are major needs for the future, which includes changes in water demands from changing land-use practices such as irrigation and urbanization, changes in water supply from altered hydrological processes of infiltration, groundwater recharge and runoff. Land use maps and their role is a very important parameter to understand the hydrological conditions of the watershed and their management.</p>
        <p id="paragraph-7f45bd8dc1af4bc88d11a9a918921718">In this paper supervised classification scheme was performed to assess the land use pattern and their spatial variation form recent available satellite data of LISS-IV data which have 23.7 m spatial resolution.</p>
        <p id="paragraph-f8bea2e77d8e46c0bbda77b99e36ded7">A standard approach was applied for classification of the satellite image using Erdas imagine 14 software starting from defining of the training sites, extraction of signatures from the image and then classification was performed finally maximum likelihood classification methods were applied. A field survey was also performed to finalize the land use and land cover map of the watershed by using GCP Points. Land use categories were identified regarding their water requirements such as Agricultural /Vegetation land, Settlement, Fallow land, Scrubland, and water bodies (<xref id="x-31962b2a98f9" rid="f-5ea11a5d904e" ref-type="fig">Figure 5</xref>). Assessment of land use pattern of the watershed revels that most of the area comes under agricultural and fallow land which indirectly supports the future for sustainable development and management of watersheds in the Darna watershed. The analysis of the land use and land cover in <xref id="x-16d957f3da4c" rid="table-wrap-bb2e5b70cb4e41cbbcadd7e8ec39145b" ref-type="table">Table 7</xref>.</p>
        <p id="p-97f531d9f09f"/>
        <fig id="f-5ea11a5d904e" orientation="portrait" fig-type="graphic" position="anchor">
          <label>Figure 5 </label>
          <caption id="c-fb6ba1aa0b36">
            <title id="t-b7466f2a3a82">Land use and landcover</title>
          </caption>
          <graphic id="g-2608a16b155a" xlink:href="https://typeset-prod-media-server.s3.amazonaws.com/article_uploads/594ab341-af6f-4318-bc6c-c07af9b3bfe9/image/5f2b0367-914c-498c-942c-f3f61431faf1-uimage.png"/>
        </fig>
        <p id="p-c2cae57caa3f"/>
        <table-wrap id="table-wrap-bb2e5b70cb4e41cbbcadd7e8ec39145b" orientation="portrait">
          <label>Table 7</label>
          <caption id="caption-cb1b89f1c28f45b29732cd16e8b35eee">
            <title id="title-a704381d5e874407b22c827306ba7d9b">L<bold id="strong-63c6727187554d1eadbd23caa0642ea8"/>and use /Land cover of the Darna Watershed</title>
          </caption>
          <table id="table-754acdd7f14949c8ac320914664e42a6" rules="rows">
            <colgroup>
              <col width="13.540000000000001"/>
              <col width="36.46"/>
              <col width="25"/>
              <col width="25"/>
            </colgroup>
            <tbody id="table-section-c8d2c92b4c144ae68dcc5008041ca783">
              <tr id="table-row-6a963613769641a785e54e68ddb418a7">
                <td id="table-cell-9b651de06d834afaa8c6550966fdb1e8" align="left">
                  <p id="paragraph-dcb79ac872ce4d3d82cd03ef86bb68eb"> <bold id="s-0b169905fd78">Sr.No</bold></p>
                </td>
                <td id="table-cell-707b5bdfe4c44be1808d74e9442003a8" align="left">
                  <p id="paragraph-a37db9ac01794345a0472edf38906434"> <bold id="s-e866861de8e9">Land use class</bold></p>
                </td>
                <td id="table-cell-229ace890a114aa6a49ad9cab53cf743" align="left">
                  <p id="paragraph-169b21224218492d8dc1d5a78364e512"> <bold id="s-aa87e39f3f6f">Area (Sq.Km)</bold></p>
                </td>
                <td id="table-cell-434288a4592f4a9ca2799d2fad85f86c" align="left">
                  <p id="paragraph-d05bab5b33644a65a2411d218c9a2d0f"> <bold id="s-f6d8ed009504">Percentage (%)</bold></p>
                </td>
              </tr>
              <tr id="table-row-0461c65538ba4a3db0f78e499fbeb9f6">
                <td id="table-cell-0ccb0a062e2743b2b342a18061a8107b" align="left">
                  <p id="paragraph-3e5a1b3fd9c042a08dacc78394ff2aa4"> 1. </p>
                </td>
                <td id="table-cell-10ca2f01ab1e4794b436f395e2abd3a0" align="left">
                  <p id="paragraph-e2ad745d62c44b5bb11b9dd7a2ee45de"> Settlement</p>
                </td>
                <td id="table-cell-6f96769d5ec4475092652aec12f993b8" align="left">
                  <p id="paragraph-eb2f237f93e9472b8804ce90bc207f8c"> 152.93</p>
                </td>
                <td id="table-cell-4b8f69bd5d9d4e5dbc0453bf4fe55e80" align="left">
                  <p id="paragraph-27e750ab24844b0cbecc0d99e717a957"> 11.72</p>
                </td>
              </tr>
              <tr id="table-row-7ad7426f09984e2a95bf4ba94a5f6b03">
                <td id="table-cell-14d1950316534615a4dffe410c51070f" align="left">
                  <p id="paragraph-06b4c446771a4a0ea80414385d894c1c"> 2. </p>
                </td>
                <td id="table-cell-2a8b9db6d4dc4e989c6c909eb4fc6a78" align="left">
                  <p id="paragraph-27bebcaa309043418f65c6cc8f157cf6"> Vegetation Cover </p>
                </td>
                <td id="table-cell-0fda3de7bcc54c0887fc63102fcc6e01" align="left">
                  <p id="paragraph-6abd194ab13044a69ca559978a2e0c36"> 391.57</p>
                </td>
                <td id="table-cell-58d7a8d8d99f40b59feb8456f2bed7b1" align="left">
                  <p id="paragraph-a363fb535689480eb942f3d4039b1f29"> 30.02</p>
                </td>
              </tr>
              <tr id="table-row-b81cd1a345fd41d8bf81986e3c060693">
                <td id="table-cell-286d609450854325900e03227bf94c97" align="left">
                  <p id="paragraph-5623526f752f4566a989c80903e6792f"> 3. </p>
                </td>
                <td id="table-cell-5143bb1ba8d0408a93266f72e1e1b831" align="left">
                  <p id="paragraph-afc339edcedc4d9a85b9bee1a620af07"> Water Bodies </p>
                </td>
                <td id="table-cell-3b58720154c9498a99db55c9359a16ae" align="left">
                  <p id="paragraph-a7307cb342c9412a8541d3ff108b6eef"> 34.22</p>
                </td>
                <td id="table-cell-9f1f7db4a69248d9a8f8f3f4f1fd39d2" align="left">
                  <p id="paragraph-806c639b7ee0437c9721aa99b366f0bf"> 2.62</p>
                </td>
              </tr>
              <tr id="table-row-814bd8ea9b8f4af79bfd2e48491aa70b">
                <td id="table-cell-4c64801e0c024d2293494d01443d8c71" align="left">
                  <p id="paragraph-8531d4fffa9a42c3856054f6ef48cb6e"> 4. </p>
                </td>
                <td id="table-cell-3173856ca40348f8acfd668ea52b74c8" align="left">
                  <p id="paragraph-da634c2811fb4bf0a2326b8c8bf96ebe"> Fallow land </p>
                </td>
                <td id="table-cell-6093d5652471424587f4536556eb96a5" align="left">
                  <p id="paragraph-a39c267db4594542bd00ebd2a6828ced"> 352.70</p>
                </td>
                <td id="table-cell-154b87191cd4413b9efa9f81ac1a0e49" align="left">
                  <p id="paragraph-ed3857b7a55f4dc69f3ec4c3f9ddde33"> 27.04</p>
                </td>
              </tr>
              <tr id="table-row-9b4cb328cd1542f5b53d67d35396598a">
                <td id="table-cell-54a73ea3ea8744599167eb7782fd6a8b" align="left">
                  <p id="paragraph-b549b0402ebd48c49ab6a554c715d6dd"> 5. </p>
                </td>
                <td id="table-cell-2f9bb13614544a21b8f90c8a219b4997" align="left">
                  <p id="paragraph-71e42c107a794818bafc781b2b324f40"> Scrub Land</p>
                </td>
                <td id="table-cell-9de739ac810b4e49bc2679f1f6c122e5" align="left">
                  <p id="paragraph-777c8377d9354438be8d6aad6f2acc50"> 373.07</p>
                </td>
                <td id="table-cell-e072f3cf98ff4f75837f96054f5d178c" align="left">
                  <p id="paragraph-a9a7e3a12cea482491e78123742040de"> 28.60</p>
                </td>
              </tr>
              <tr id="table-row-413e39806fdc4abd9b3a4f78765ecac8">
                <td id="table-cell-8d3b380eb62346cfa8cd92813ecad410" colspan="2" align="left">
                  <p id="paragraph-65d652ebaffe4219a400925898141b4f"> <bold id="strong-06eeb747c427453db46f48164696c381">Total</bold></p>
                </td>
                <td id="table-cell-d782430b77e8485391311aae8108c174" align="left">
                  <p id="paragraph-6224f98b810844308f561c673f9a799e"> <bold id="strong-4cf1eae5a606466d88168c26deeb5d62">1304.49</bold></p>
                </td>
                <td id="table-cell-4c8e48900ea643c0a0966f7c7dec0f23" align="left">
                  <p id="paragraph-1073f60cb4f14377b98ad20359b89225"> <bold id="strong-eb39e139bcbe48e0b733ee48d0d738e7">100.00</bold></p>
                </td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
        <p id="paragraph-00adcabbb6074da0a441187135394d99">• <bold id="strong-eb54f30a036e4bf4a16571f086b56d63">Hydrological interference from morphometric analysis</bold></p>
        <p id="paragraph-ed29d4e9023c49af97fdd252750f02e0">Morphometric analysis of watershed-based on Geoinformatics techniques and satellite images derived Digital Elevation Model is the most important data for the proper hydrological investigation of any terrain which directly support the hydrological status of the watershed. The quantitative analysis of morphometric parameters id found to be of immense utility in watershed delineation, soil and water conservation, and their management. The morphometric analysis carried out in the Darna watershed shows that the basin has ----relief and elongated slope. Artificial recharge and runoff harvesting in the area for groundwater development management are selected based on small scale topographic maps. Drainage analysis makes a positive contribution through the advantage of Geoinformatics tools in selecting artificial recharge sites. These analyzed drainage parameters provide comparative indices of the permeability of the rock surface in various parts if a drainage basin. If this information is integrated with the other hydrological characteristics of the drainage basin, the strategy of sitting recharge and water harvesting measures provides better groundwater development and management plan. </p>
        <p id="paragraph-47d90b711f7e4d3da0e53494b5679621">The drainage pattern in the present watershed is dendritic. This may be due to more or less homogeneous lithology and structural controls. In the study area, high drainage density is observed over the hilly terrain with impermeable hard rock substratum and low drainage density over the highly permeable subsoils and low relief areas. Low drainage density areas are favorable for the identification of groundwater potential zones. Slope plays a very significant role in determining infiltration and runoff relation. Infiltration is inversely related to slope gentler is the slope higher is infiltration and less is runoff.</p>
      </sec>
    </sec>
    <sec>
      <title id="title-3b3efe0778cd4bbfbeb1e3839417f75c">Conclusion</title>
      <p id="paragraph-57310868efa54013a8becf499ea98f4f">The result achieved in this study proposes that morphometric attributes defining basin geometry as well as shape, length of stream, stream network topology and topography dissection can be well retrieved from CARTOSAT data and accomplished to generate data on stream number and basin relief. Various parameters of morphometric like linear, areal, and relief were enumerated and deliberated concerning the hydrological process.</p>
      <p id="paragraph-a5a186f4ff924f479558a79beaae685f">The hydrological analysis carried out for Darna watershed confirms that the watershed is having low relief and elongated shape. The drainage network of the basin reveals mainly dendritic types which indicate the homogeneity in texture and lack of structural control. Lower drainage density and stream frequency indicate a high permeability rate of the subsurface formation. The observed parameters revel recharge related measures and areas where surface water augmentation measures can be undertaken for water resource management and soil conservation structures. Large scale watershed analysis using Geoinformatics tools and Digital elevation model (DEM) has efficient tools for understanding any terrain parameters such has nature of bedrock, infiltration capacity, surface runoff, etc. which help in better understanding the status of landform and their processes, drainage management and evaluation of groundwater potential for watershed planning and management. Natural resource management at the micro-level of any terrain for sustainable development by planners and decision-makers for sustainable watershed development Programme has used this research work. </p>
      <p id="paragraph-b3034152e72f4675b75c47053768d9a0">The results observed in the present work can be used for site suitability analysis of soil and water conservation structures in the area. Land use and land cover, landforms, geology, water level, and soil in the geoinformatics tools to decide on a suitable site for soil and water conservation methods have integrated with other hydrological information in the area for groundwater development and management. The research study recommended that the watershed needs a hydrological and geophysical investigation in the future for proper water management and selection of artificial groundwater recharge structures within the study area.  </p>
      <sec>
        <title id="t-32aad453e8b5">Acknowledgment</title>
        <p id="paragraph-b488cc95872344bd82da67f20e185a8b">The authors their deep sense of gratefulness to Bhuvan for providing Cartosat DEM data without cost. The authors are thankful to the college grant Research Scheme, KTHM College Nashik for providing all assistance to carry out present research work. We also extend our gratitude to the Principal Dr.V.B.Gaikwad, Maratha Vidya Parasark Samaj's K.R.T.Arts, B.H.Commerce, and A.M. Science (KTHM) College, Nashik for providing GIS laboratory facilities.</p>
      </sec>
    </sec>
  </body>
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