<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">JGIS</journal-id><journal-title-group><journal-title>Journal of Geographic Information System</journal-title></journal-title-group><issn pub-type="epub">2151-1950</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/jgis.2016.82021</article-id><article-id pub-id-type="publisher-id">JGIS-65845</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Earth&amp;Environmental Sciences</subject></subj-group></article-categories><title-group><article-title>
 
 
  Morphometric Characterization of a Watershed through SRTM Data and Geoprocessing Technique
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>lias</surname><given-names>Rodrigues da Cunha</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Vitor</surname><given-names>Matheus Bacani</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib></contrib-group><aff id="aff1"><addr-line>Geoprocessing Laboratory, Federal University of Mato Grosso do Sul, Aquidauana, Brazil</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>eliasrodriguesdacunha@hotmail.com(LRDC)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>23</day><month>03</month><year>2016</year></pub-date><volume>08</volume><issue>02</issue><fpage>238</fpage><lpage>247</lpage><history><date date-type="received"><day>10</day>	<month>February</month>	<year>2016</year></date><date date-type="rev-recd"><day>accepted</day>	<month>23</month>	<year>April</year>	</date><date date-type="accepted"><day>26</day>	<month>April</month>	<year>2016</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  The aim of this study is to characterize the morphometry of a watershed using radar data Shuttle Radar Topographic Mission (SRTM) and GIS techniques. The study is conducted in the watershed of the Indai&#225; stream, which is located in the southwestern region of the municipality of Aquidauana, MS, Brazil and has an area of 94.6764 km
  <sup style="font-family:'} ';">2</sup>
  . A tributary of the Taboco River consequently enters the Pantanal lowlands. Classical morphometric parameters were calculated and specialized through spatial analysis in geographic information systems. The main results of the morphometric characterization were the variables of form factor, drainage density, coefficient of compactness, and maintenance coefficient, as well as the relief parameters found, including the hypsometry, slope, aspect and relief dissection (horizontal and vertical amplitude). The integrated analysis of the variables (morphometric and relief) concludes that the watershed has low susceptibility to flooding but that the morphology of the relief and lithological structure favors the development of erosion processes in the watershed.
 
</p></abstract><kwd-group><kwd>SRTM DEM</kwd><kwd> Morphometric Analysis</kwd><kwd> GIS</kwd><kwd> Remote Sensing</kwd><kwd> Pantanal</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Morphometric analysis is a set of procedures that characterize the geometric and compositional aspects of environmental systems, serving as indicators of the related form, structural arrangement and interaction between aspects and the network of fluvial channels in a watershed in situations and values that exacerbate hydrological and geomorphological issues [<xref ref-type="bibr" rid="scirp.65845-ref1">1</xref>] - [<xref ref-type="bibr" rid="scirp.65845-ref13">13</xref>] .</p><p>Studies related to fluvial drainage have always played a central role in hydrological studies seeking to understand the occurrence, distribution, and movement of water and its properties. In geomorphological studies, they constitute one of the most active morphogenetic processes in the composition of terrestrial landscapes. According to Reference [<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>] , the work developed by Robert E. Horton serves as the basis for numerous other research [<xref ref-type="bibr" rid="scirp.65845-ref2">2</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref5">5</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref14">14</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref15">15</xref>] , which have ranged from the establishment of laws on the development of rivers and their watershed in a quantitative approach to describing their morphometric character.</p><p>More recently, researchers have conducted morphometric analyses using remote sensing and geoprocessing techniques to characterize watersheds [<xref ref-type="bibr" rid="scirp.65845-ref16">16</xref>] - [<xref ref-type="bibr" rid="scirp.65845-ref28">28</xref>] . Previously, this type of analysis for computing the potential of obtaining environmental information demanded costly and time-intensive surveys, field surveys, and office space.</p><p>Since the Shuttle Radar Topographic Mission (SRTM) data on South America were first made available in mid-2003, there has been a great expectation with respect to the gains in knowledge concerning our territory, which has justified by the general lack of topographic data at appropriate scales.</p><p>Within this perspective, the TOPODATA project was developed at the Instituto Nacional de Pesquisas Espaciais (INPE) to build a national database of topographic data by providing a Digital Elevation (DEM) for all national territory and the major associated topographic variables (altitude, slope, aspects, profile curvature of the sides, horizontal curvature design of drainage channels and watersheds and catchment area). This project uses kriging methods to transform the original SRTM DEM with a new and improved 90 m to ~30 m resolution [<xref ref-type="bibr" rid="scirp.65845-ref29">29</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref30">30</xref>] .</p><p>The use of DEM through geographic information systems (GIS) has proven to be a powerful tool because it allows methods for analyzing topographic characteristics with quality and operational advantages. The SRTM data associated with geoprocessing techniques are presented as a way to obtain fast, accurate and low-cost calculations for use in morphometric analyses [<xref ref-type="bibr" rid="scirp.65845-ref28">28</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref31">31</xref>] - [<xref ref-type="bibr" rid="scirp.65845-ref38">38</xref>] .</p><p>The quantitative analysis of morphometric parameters is of immense utility in the development and prioritization of the conservation of soil and water at a watershed level [<xref ref-type="bibr" rid="scirp.65845-ref39">39</xref>] ; within this perspective, the use of data obtained through remote sensing associated with GIS has proven to be a powerful tool for watershed analysis and management [<xref ref-type="bibr" rid="scirp.65845-ref26">26</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref27">27</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref40">40</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref41">41</xref>] .</p><p>However, the morphometric analysis approaches that are guided by geotechnology have focused on the characterization of specific parameters such as fluvial hierarchy, area and perimeter of the basin, compactness, and form [<xref ref-type="bibr" rid="scirp.65845-ref21">21</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref42">42</xref>] - [<xref ref-type="bibr" rid="scirp.65845-ref44">44</xref>] while neglecting important variables such as the analysis of the degree of horizontal (H) and vertical (V) dissection (the introduced authors emphasize that SIG analyzes these articles and have found no H and V). Thus, there is a large gap in the literature that represents the integration of these variables.</p><p>In this context, this study aimed to characterize the morphometry of the watershed using both SRTM radar data and geoprocessing techniques.</p></sec><sec id="s2"><title>2. Study Area Description</title><p>The watershed of the Indai&#225; stream is located in the southwestern region of Aquidauana municipality in the state of Mato Grosso do Sul, Brazil, between latitudes 20˚09'00&quot;S and 20˚16'00&quot;S and longitudes 55˚29'30&quot;W and 55˚39'00&quot;W, with an area of approximately 94.6764 km<sup>2</sup> (<xref ref-type="fig" rid="fig1">Figure 1</xref>). The Indai&#225; stream is a tributary of the Taboco River before it enters the Pantanal plain. According to K&#246;ppen, the climate belongs to the Aw sub-climate zone (tropical humid), with an average annual rainfall of 1.200 mm and maximum and minimum temperatures of 33˚C and 19˚C, respectively.</p>Geology and Geomorphology<p>Geologically, the study area comprises the Furnas Formation (Paran&#225; Group), Aquidauna Formation and Alluvial River Current [<xref ref-type="bibr" rid="scirp.65845-ref45">45</xref>] . The sandstones that are predominant in the Furnas Formation are medium to rough, white to light yellow, and quite feldspathic. The highly micaceous sandstone layers are interspersed, often presenting cross-bedding and oligomitic basal conglomerations [<xref ref-type="bibr" rid="scirp.65845-ref46">46</xref>] . For reference [<xref ref-type="bibr" rid="scirp.65845-ref47">47</xref>] , the sandstone group in Furnas comprises a sequence of alternating sandstone-shaped seats and plates that are yellowish to gray-white in color.</p><p>Reddish-brown brick stands in the sandstones of the Aquidauana Formation [<xref ref-type="bibr" rid="scirp.65845-ref45">45</xref>] . Mineralogically, the grosser levels are predominantly quartz grains, with rare, kaolinized feldspar [<xref ref-type="bibr" rid="scirp.65845-ref47">47</xref>] . For reference [<xref ref-type="bibr" rid="scirp.65845-ref48">48</xref>] red Aquidauana Formation sediments are the result of deposition in the continental environment (river, lake and floodplains).</p><fig id="fig1"  position="float"><label><xref ref-type="fig" rid="fig1">Figure 1</xref></label><caption><title> Digital model elevation (DEM) and location of the study area</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/9-8401556x6.png"/></fig><p>The alluvial deposits that are currently being deposited on the banks and beds of rivers and streams that drain the area are included. They are characterized by the presence of sand, silt, clay and gravel, usually at a lower level, and are overlapped by the sandy banks of the coarse-grained to fine, silt-containing levels [<xref ref-type="bibr" rid="scirp.65845-ref45">45</xref>] .</p><p>As described by reference [<xref ref-type="bibr" rid="scirp.65845-ref49">49</xref>] the dominant relief forms are convex hills with slopes ranging from 6% to 20%, fluvial plain, hillocks and morrotes. The following units of relief and their respective forms (forms) were identified: river plain (APF), relief dissected into convex hills with slopes 6% - 20% (Vc), relief dissected into convex hillock tops (Tc), and relief dissected into convex hilltops (Tc).</p></sec><sec id="s3"><title>3. Materials and Method</title><sec id="s3_1"><title>3.1. Data Used</title><p>The materials used were radar interferometric data from SRTM grid 20_57_ZN (GeoTIFF), mosaic optical images of high-resolution GeoEye satellite (ArcGIS 10<sup>&#174;</sup> online) at a scale of 1:3.500 and a 0.63 m spatial resolution, and the computer applications ArcMap 10<sup>&#174;</sup> and 13<sup>&#174;</sup> Global Mapper.</p></sec><sec id="s3_2"><title>3.2. Methodology</title><p>The methodology was based on the procedures described by Reference [<xref ref-type="bibr" rid="scirp.65845-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref2">2</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref5">5</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref6">6</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref50">50</xref>] - [<xref ref-type="bibr" rid="scirp.65845-ref53">53</xref>] according to <xref ref-type="fig" rid="fig2">Figure 2</xref>.</p><p>By analyzing the radar data SRTM (equidistant from contour extraction 15 m) together with the optical image resolution (GeoEye, spatial resolution of 0.63 m) that was extracted from ArcGIS 10 online, the basin and sub- basins were delimited, and the drainage network was extracted. The parameters of the basin, such as area, perimeter and length (main river, all channels and length of the basin), were generated automatically from the geometry tool, and other parameters were evaluated according to the equations described in <xref ref-type="table" rid="table1">Table 1</xref>.</p><fig id="fig2"  position="float"><label><xref ref-type="fig" rid="fig2">Figure 2</xref></label><caption><title> Methodological flowchart</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/9-8401556x7.png"/></fig><p>The numerical modeling of terrain was based on SRTM radar data, with the original resolution of 90 m refined by kriging to 30 m by reference [<xref ref-type="bibr" rid="scirp.65845-ref54">54</xref>] . A Regular Rectangular Grid Model (RRMG) was generated in accordance with previously described procedures [<xref ref-type="bibr" rid="scirp.65845-ref55">55</xref>] . The model was extracted by one-dimensional model relief. The hypsometric maps, clinography, aspect and interfluvial dimension were reproduced in the ArcGIS 10 environment. The steps taken were as follows: Arctoolbox &gt; Spatial Analyst Tool &gt; Surface.</p></sec></sec><sec id="s4"><title>4. Results and Discussion</title>Morphometric Analysis<p>The results of the morphometric analysis of the linear and aerial parameters and the relief watershed of the Indai&#225; stream are shown in <xref ref-type="table" rid="table2">Table 2</xref>.</p><p>Drainage area is one of the most important characteristics in hydrology. It reflects the volume of water that can be generated by rain water [<xref ref-type="bibr" rid="scirp.65845-ref27">27</xref>] . The Indai&#225; stream watershed has a drainage area of 94.6764 km<sup>2</sup>, its perimeter is 49.0430 km<sup>2</sup>, and it can be divided into seven sub-basins (<xref ref-type="fig" rid="fig3">Figure 3</xref>(a)). The development of the drainage system can be influenced in its morphogenetic activity by nature, geological structure, tectogenetic activities (endogenous) and morphoclimatic mechanisms (exogenous) [<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref38">38</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref56">56</xref>] .</p><p>The standard of the dendritic drainage basin is structured on the Paran&#225; sedimentary basin characterized by outcrops of sandstones of the Furnas Formation and Aquidauana [<xref ref-type="bibr" rid="scirp.65845-ref45">45</xref>] . According to reference [<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>] , this type of pattern is directly related to the uniform resistance of rocks and sedimentary structures.</p><p>The determination of order and the fluvial hierarchy is the first and most important step in the morphometric characterization of basin [<xref ref-type="bibr" rid="scirp.65845-ref39">39</xref>] . It is based on the criteria of reference [<xref ref-type="bibr" rid="scirp.65845-ref2">2</xref>] for determining the order of the channels and uses geoprocessing techniques to extract the basin drainage network, which was characterized as 4th order. In addition, 24 channels were characterized 1st order, 7 channels as 2nd order, and 2 channels as 3rd order (<xref ref-type="fig" rid="fig3">Figure 3</xref>(a))</p><p>The watershed area of the Indai&#225; stream has a total length of 64.0938 km, including all of its channels, and the main channel is 17.9875 km (<xref ref-type="table" rid="table2">Table 2</xref>). Extensive channels are present throughout the basin. According to reference [<xref ref-type="bibr" rid="scirp.65845-ref38">38</xref>] , the length of the channel is directly related to the topography; channels that are longer develop in smoother gradients, a fact that was evident in the study area, where the terrain features undulating soft forms</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Description of morphometric parameters (linear and areal relief)</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Parameters</th><th align="center" valign="middle" >Formula</th><th align="center" valign="middle" >Description</th><th align="center" valign="middle" >References</th></tr></thead><tr><td align="center" valign="middle"  colspan="4"  >Linear parameter</td></tr><tr><td align="center" valign="middle" >Hierarchical order (Strahler classification)</td><td align="center" valign="middle" >Fluvial hierarchy</td><td align="center" valign="middle" >Establishing the classification of a given body of water and the whole set of the watershed in which it is located.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref2">2</xref>]</td></tr><tr><td align="center" valign="middle" >Lr-Length of the main river</td><td align="center" valign="middle" >Higher-order channel</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref1">1</xref>]</td></tr><tr><td align="center" valign="middle" >Lt-Total length of all channels (km)</td><td align="center" valign="middle" >Sum of all channels of the basin</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref1">1</xref>]</td></tr><tr><td align="center" valign="middle"  colspan="4"  >Areal parameter</td></tr><tr><td align="center" valign="middle" >A-Drainage area (km<sup>2</sup>)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >Entire area drained by the set river system.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>]</td></tr><tr><td align="center" valign="middle" >P-Perimeter (km)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >Measure the two-dimensional contour of the basin</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>]</td></tr><tr><td align="center" valign="middle" >L-Basin length (km)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >Distance measured in a straight line between the mouth and the highest point located along the perimeter.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>]</td></tr><tr><td align="center" valign="middle" >Kc-Coefficient of compactness</td><td align="center" valign="middle" ><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/9-8401556x8.png" xlink:type="simple"/></inline-formula></td><td align="center" valign="middle" >The compactness coefficient (Kc) associated with the basin form is a circle, and the relationship between the perimeter of the basin and the circumference of a circle of area is equal to that of the basin.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref1">1</xref>]</td></tr><tr><td align="center" valign="middle" >F-Basin form</td><td align="center" valign="middle" ><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/9-8401556x9.png" xlink:type="simple"/></inline-formula></td><td align="center" valign="middle" >Relating to the form shape of a rectangle, corresponding to the ratio between the average length and the axial length of the form.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>]</td></tr><tr><td align="center" valign="middle" >Dd-Drainage density (km∙km<sup>−</sup><sup>2</sup>)</td><td align="center" valign="middle" ><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/9-8401556x10.png" xlink:type="simple"/></inline-formula></td><td align="center" valign="middle" >The density of the drainage correlates the length of the flow channels with the watershed area.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref1">1</xref>]</td></tr><tr><td align="center" valign="middle" >Cm-Maintaining Coefficient</td><td align="center" valign="middle" ><inline-formula><inline-graphic xlink:href="http://html.scirp.org/file/9-8401556x11.png" xlink:type="simple"/></inline-formula></td><td align="center" valign="middle" >This index is intended to provide the minimum area necessary for the maintenance of the one-meter flow channel.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref5">5</xref>]</td></tr><tr><td align="center" valign="middle"  colspan="4"  >Relief parameter</td></tr><tr><td align="center" valign="middle" >Altimetry amplitude (m)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >Corresponds to the altimetric difference between the highest and lowest points along the basin.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref5">5</xref>]</td></tr><tr><td align="center" valign="middle" >Interfluvial dimension (Horizontal dissection)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >Distance between channels.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref50">50</xref>]</td></tr><tr><td align="center" valign="middle" >Amplitude altimetry (Vertical dissection)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >Drainage deepening of intensity.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref60">60</xref>]</td></tr><tr><td align="center" valign="middle" >Altitude</td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td></tr><tr><td align="center" valign="middle" >Slope</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >The slope is the angle of inclination of the local surface relative to the horizontal plane.</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref51">51</xref>]</td></tr><tr><td align="center" valign="middle" >Aspect</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >The slope variation of direction</td><td align="center" valign="middle" >[<xref ref-type="bibr" rid="scirp.65845-ref51">51</xref>]</td></tr></tbody></table></table-wrap><p>that are characterized by the predominance of convex hills with an average slope of 5.50%.</p><p>The drainage density factor is directly related to climate, lithology of the rocks, relief, infiltration capacity and vegetation cover [<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref16">16</xref>] . The study area is in the category of low drainage density (0.6769 km/km<sup>2</sup>), suggesting that the basin has good permeability. This behavior is associated with the infiltration process, which is favored by the lithological constitution of the Furnas and Aquidauana formations, which in turn essentially comprise coarse-grained sandstones.</p><p>The compactness coefficient of the basin is 1.4112. When the coefficient unit (1) corresponds to a circular shape (representing a tendency to flood), the form factor (0.4538) is considered low. From the combined analysis of the values found, it is possible that the basin has a low susceptibility to flooding; however, a more elongated pattern facilitates the runoff of rain water, thereby favoring the development of erosion.</p><p>According to reference [<xref ref-type="bibr" rid="scirp.65845-ref5">5</xref>] , the maintenance coefficient is one of the most important numerical values for characterizing the drainage system and is intended to provide the minimum area for the maintenance of a flow channel tube [<xref ref-type="bibr" rid="scirp.65845-ref7">7</xref>] . The value obtained is 1477.32 km<sup>2</sup>/km. Evidently, the basin is low in water course.</p><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Indai&#225; stream watershed parameters assessed</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Parameters</th><th align="center" valign="middle"  rowspan="2"  >Total</th></tr></thead><tr><td align="center" valign="middle" >Parameter linear</td></tr><tr><td align="center" valign="middle" >Fluvial hierarchical order (Strahler classification)</td><td align="center" valign="middle" >4&#170;</td></tr><tr><td align="center" valign="middle" >Lr-Length of the main river</td><td align="center" valign="middle" >17.9875</td></tr><tr><td align="center" valign="middle" >Lt-Total length of all channels (km)</td><td align="center" valign="middle" >64.0938</td></tr><tr><td align="center" valign="middle" >Parameter areal</td><td align="center" valign="middle" ></td></tr><tr><td align="center" valign="middle" >A-Drainage area (km<sup>2</sup>)</td><td align="center" valign="middle" >94.6764</td></tr><tr><td align="center" valign="middle" >P-Perimeter (km)</td><td align="center" valign="middle" >49.0430</td></tr><tr><td align="center" valign="middle" >L-Basin length (km)</td><td align="center" valign="middle" >14.4440</td></tr><tr><td align="center" valign="middle" >Dd-Drainage density (km∙km<sup>−</sup><sup>2</sup>)</td><td align="center" valign="middle" >0.6769</td></tr><tr><td align="center" valign="middle" >Kc-Coefficient of compactness</td><td align="center" valign="middle" >1.4112</td></tr><tr><td align="center" valign="middle" >F-Basin form</td><td align="center" valign="middle" >0.4538</td></tr><tr><td align="center" valign="middle" >Cm-Maintaining Coefficient (km<sup>2</sup>/km)</td><td align="center" valign="middle" >1477.3230</td></tr><tr><td align="center" valign="middle" >Relief Parameter</td><td align="center" valign="middle" ></td></tr><tr><td align="center" valign="middle" >Altimetry amplitude</td><td align="center" valign="middle" >387</td></tr><tr><td align="center" valign="middle" >Interfluvial dimension mean (m)</td><td align="center" valign="middle" >454</td></tr><tr><td align="center" valign="middle" >Altitude mean (m)</td><td align="center" valign="middle" >275</td></tr><tr><td align="center" valign="middle" >Slope mean (%)</td><td align="center" valign="middle" >5.50</td></tr><tr><td align="center" valign="middle" >Aspect (predominant direction)</td><td align="center" valign="middle" >North/East</td></tr></tbody></table></table-wrap><fig id="fig3"  position="float"><label><xref ref-type="fig" rid="fig3">Figure 3</xref></label><caption><title> (a) Watershed limit, sub-basins and channel order, (b) altitude, (c) slope and (d) aspect</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/9-8401556x12.png"/></fig><p>The hypsometry was divided into 8 classes, ranging from an altitude of 546 m to 158 m (<xref ref-type="fig" rid="fig3">Figure 3</xref>(b)), setting an altimetry range of 387 m (<xref ref-type="table" rid="table2">Table 2</xref>). The altimetric amplitude from the mouth of the Taboco River to more than half of its middle course is very low (approximately 100 m). To the west is the highest altitude (546 m), which is associated with strongly undulation and has slopes exceeding 30%. In the east, towards the mouth of the Taboco River, the altimetric levels reach approximately 156 meters, where the relief ranges from plane (fluvial plain) to soft wavy (convex hills) that have slopes reaching &lt;20%. The arrangement of the higher elevations to the west and lower east evidences the direction of flow of the drainage (O-L).</p><p>The mapping of the slope (<xref ref-type="fig" rid="fig3">Figure 3</xref>(c)) is an important analysis feature of a watershed. According to reference [<xref ref-type="bibr" rid="scirp.65845-ref57">57</xref>] , the slope relates to the speed of the runoff, thereby affecting the time required for rain water to concentrate in the river beds that make up the network of the drainage basin. The flood peaks, infiltration and susceptibility to soil erosion depend on the speed with which the flow occurs on the ground of the basin.</p><p>In this sense, it is essential to understand the distribution of the relief slope because it provides information for the planning and mechanization of agriculture, the planning of engineering structures, and conservation practices [<xref ref-type="bibr" rid="scirp.65845-ref36">36</xref>] [<xref ref-type="bibr" rid="scirp.65845-ref37">37</xref>] .</p><p>We identified that 61% of the basin dominates the lower slopes, with between 0% - 6% of the basin being associated with reliefs and exhibiting practically plane and soft wavy shapes; this area is located between the sources of its tributaries and the mouth of the Taboco River. The slopes steeper than 30% comprise 0.4% of the basin and occur in the west, in areas where the relief has strong waveforms that are characterized by the presence of hillocks and hills.</p><p>According to reference [<xref ref-type="bibr" rid="scirp.65845-ref58">58</xref>] , the hillside “is the dominant element of relief in most regions, presenting itself as the most important form of relief for man, both for agriculture, as the other buildings work.”</p><p>The mapping of the aspect (<xref ref-type="fig" rid="fig3">Figure 3</xref>(d)) of the Indai&#225; stream watershed presents a complexity in disposition that justifies the various flows into the basin; however, the aspects oriented to the north (N) and east (L) stand out.</p><p>To reference [<xref ref-type="bibr" rid="scirp.65845-ref59">59</xref>] , the surfaces next to the Tropic of Capricorn tend to have aspects oriented north that are hotter and with drought compared with those in the south. In this sense, reference [<xref ref-type="bibr" rid="scirp.65845-ref60">60</xref>] stresses that any radiation flux that reaches a rather steep aspect positioned to the north in southern subtropical areas will be more intense than other aspects that have the same slope and location but are positioned to the south, a fact that favors the largest weathering of these aspects.</p><p>According to reference [<xref ref-type="bibr" rid="scirp.65845-ref60">60</xref>] , the relief dissection of the drainage intensity is directly related to porosity, permeability and rock. The area watershed of the Indai&#225; stream is structured on the Furnas and Aquidauana Formations, which are composed of porous and friable sandstones [<xref ref-type="bibr" rid="scirp.65845-ref45">45</xref>] . This lithological characteristic favors the infiltration of rain water; consequently, the amount of water surface is lower, resulting in a number fewer channels and increasing distances between interfluves (<xref ref-type="fig" rid="fig4">Figure 4</xref>(a)).</p><fig id="fig4"  position="float"><label><xref ref-type="fig" rid="fig4">Figure 4</xref></label><caption><title> (a) Interfluvial amplitude (horizontal dissection), (b) vertical amplitude (vertical dissection)</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/9-8401556x13.png"/></fig><p>By analyzing the horizontal and vertical dissection (<xref ref-type="fig" rid="fig4">Figure 4</xref>(a) &amp; <xref ref-type="fig" rid="fig4">Figure 4</xref>(b)), we identified the predominance of channels at intervals of 250 - 750 m (average interfluvial size of 454 m). The notching of the very strong valleys (average 166 m) features a dissected relief that is dominated by hills with convex, U-shaped valleys.</p></sec><sec id="s5"><title>5. Conclusions</title><p>The interferometric SRTM radar data showed satisfactory results in the morphometric characterization. This survey highlights the potential of radar metric products in the analysis of relief morphometry to serve as a basis for geomorphological mapping. Combined with other data (e.g., soil, use, vegetation cover, climate), such products can support diagnostics and environmental and land use analyses.</p><p>From the integrated analysis of morphometric variables, we conclude that the watershed has low susceptibility to flooding. However, the geological structure, which consists predominantly of sandstones and is marked by the presence of quartz associated with the hilly relief, favors the development of erosion by water.</p><p>The result of the morphometric characterization shows important variables, particularly in relation to the horizontal and vertical dissection cards that can assist in the planning, use and management of resources in a watershed that supports a rural settlement complex.</p></sec><sec id="s6"><title>Acknowledgements</title><p>This work was supported by the Federal University Foundation of Mato Grosso do Sul (PROPP/UFMS). We thank the financial support provided by FUNDECT (PAPOS/2014).</p></sec><sec id="s7"><title>Cite this paper</title><p>Elias Rodrigues da Cunha,Vitor Matheus Bacani, (2016) Morphometric Characterization of a Watershed through SRTM Data and Geoprocessing Technique. 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