<?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">ENG</journal-id><journal-title-group><journal-title>Engineering</journal-title></journal-title-group><issn pub-type="epub">1947-3931</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/eng.2019.118031</article-id><article-id pub-id-type="publisher-id">ENG-94483</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Engineering</subject></subj-group></article-categories><title-group><article-title>
 
 
  Flow Variation of the Major Tributaries of Tigris River Due to Climate Change
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Nahlah</surname><given-names>Abbas</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Nadhir</surname><given-names>Al-Ansari</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Saleh</surname><given-names>Wasimi</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Abdulla</surname><given-names>M. Al-Rawabdeh</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib></contrib-group><aff id="aff2"><addr-line>Department of Civil, Environmental and Natural Resources Engineering, Lule&amp;amp;#229; University of Technology, Lule&amp;amp;#229;, Sweden</addr-line></aff><aff id="aff3"><addr-line>Department of Earth and Environmental Science, Yarmouk University, Irbid, Jordan</addr-line></aff><aff id="aff1"><addr-line>School of Engineering &amp;amp; Technology, Central Queensland University, Melbourne, Australia</addr-line></aff><pub-date pub-type="epub"><day>21</day><month>08</month><year>2019</year></pub-date><volume>11</volume><issue>08</issue><fpage>437</fpage><lpage>442</lpage><history><date date-type="received"><day>17,</day>	<month>July</month>	<year>2019</year></date><date date-type="rev-recd"><day>18,</day>	<month>August</month>	<year>2019</year>	</date><date date-type="accepted"><day>21,</day>	<month>August</month>	<year>2019</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>
 
 
  Iraq relies greatly on the flow of the Euphrates and Tigris Rivers and their tributaries. Five tributaries namely Khabour, Greater Zab, Lesser Zab, AlAdhiam and Daylia, which are the major tributaries of Tigris River, sustain Northern Iraq Region, a semi-arid, mainly a pastureland. These tributaries contribute about 24 km
  <sup>3</sup> of water annually. The discharge in the tributaries, in recent times, has been suffering increasing variability contributing to more severe droughts and floods apparently due to climate change. This is because there were no dams constructed outside Iraq previously. For an appropriate appreciation, Soil Water Assessment Tool (SWAT) model was used to evaluate the impact of climate change on their discharge for a half-centennial lead time to 2046-2064 and a centennial lead time to 2080-2100. The suitability of the model was first evaluated, and then, outputs from six GCMs were incorporated to evaluate the impacts of climate change on water resources under three emission scenarios: A1B, A2 and B1. The results showed that water resources are expected to decrease with time.
 
</p></abstract><kwd-group><kwd>Tigris River</kwd><kwd> Streamflow</kwd><kwd> SWAT</kwd><kwd> Climate Change</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Currently, there is growing evidence that climate change would boost extreme weather events such as tropical cyclones, floods, droughts and bushfires affecting water resources of a region [<xref ref-type="bibr" rid="scirp.94483-ref1">1</xref>] . The effects on the hydrological cycle are mainly through the change of evapotranspiration and precipitation [<xref ref-type="bibr" rid="scirp.94483-ref2">2</xref>] [<xref ref-type="bibr" rid="scirp.94483-ref3">3</xref>] . These modifications, in extreme cases, manifest as severe droughts and floods, which could induce radical transformation in river, discharge regime and soil moisture [<xref ref-type="bibr" rid="scirp.94483-ref4">4</xref>] . The Middle East region is considered as an arid to semi-arid region where the annual precipitation does not exceed 166 mm annually. Iraq was considered as an exception due to the presence of the Tigris and Euphrates Rivers. After the seventies, the flow of the two main rivers started to decrease. This is due to the effect of climate change on the region where what was used to be known as the Fertile Crescent started to die 30 years ago. This fact encourages the riparian countries to build dams to safeguard their needs for water. As a consequence, the flow of the two rivers entering Iraq decreased. In addition, IPCC [<xref ref-type="bibr" rid="scirp.94483-ref5">5</xref>] has identified Iraq as highly vulnerable to climate change. The adverse effects of climate change on water resources could negatively influence the environment and the economy of the country, particularly the agricultural sector. Iraqi decision makers are now seeking predictions about the potential impacts of climate change including changes in the duration and magnitude of precipitation, which has ramifications on sustaining and managing water resources to alleviate water scarcity problem that has become pronounced [<xref ref-type="bibr" rid="scirp.94483-ref6">6</xref>] . The main five tributaries of Tigris River are the backbone of water resources of northern region Iraq. So far, water issues related to climate change in these catchments have not been well addressed within climate change analyses and climate policy construction [<xref ref-type="bibr" rid="scirp.94483-ref7">7</xref>] . This study aims to fill that gap, and to achieve that objective, the mathematical modeling tool SWAT is used since it has demonstrated satisfactory performance when applied to other similar regions in the past [<xref ref-type="bibr" rid="scirp.94483-ref8">8</xref>] .</p></sec><sec id="s2"><title>2. Study Area</title><p>Tigris River has five major tributaries namely Khbour, Greater Zab, Lesser Zab, Al-Adhaim and Diyala Rivers (<xref ref-type="fig" rid="fig1">Figure 1</xref>). These tributaries are located in the left bank of the Tigris River between latitudes 33.2˚N and 37.3˚N and longitudes 42.9˚E and 46.9˚E and have significant contributions to Tigris flow. These tributaries are shared between Iraq and Turkey or Iraq and Iran except Al-Adhaim River. The characteristics of the basin of each tributary are summarized in <xref ref-type="table" rid="table1">Table 1</xref>. These tributaries supply about 24 cubic kilometers of water annually to the River Tigris which is 50% of the Tigris basin water.</p></sec><sec id="s3"><title>3. Description of the SWAT Model</title><p>The Soil and Water Assessment Tool (SWAT) model [<xref ref-type="bibr" rid="scirp.94483-ref8">8</xref>] , used in this study, is a river watershed scale, semi distributed and physically based discrete time (daily computational time step) model for analyzing hydrology and water quality at various watershed scales with varying soils, land use and management conditions on a long-term basis. The United States Department of Agriculture (USDA) and the Agricultural Research Service (ARS) originally developed the model. SWAT system is embedded within a Geographic Information System (ArcGIS interface) in which different spatial environmental data, including climate, soil, land cover and topographic characteristics can be integrated.</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Characteristics of the tributaries of River Tigris</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >River</th><th align="center" valign="middle" >Khbour</th><th align="center" valign="middle" >Greater Zab</th><th align="center" valign="middle" >Lesser Zab</th><th align="center" valign="middle" >Al-Adhaim</th><th align="center" valign="middle" >Diyala</th></tr></thead><tr><td align="center" valign="middle" >Basin area (Km<sup>2</sup>)</td><td align="center" valign="middle" >6143</td><td align="center" valign="middle" >26,473</td><td align="center" valign="middle" >15,600</td><td align="center" valign="middle" >13,000</td><td align="center" valign="middle" >33,240</td></tr><tr><td align="center" valign="middle" >Basin area shares (%)</td><td align="center" valign="middle" >Iraq 43% Turkey 57%</td><td align="center" valign="middle" >Iraq 65% Turkey 35%</td><td align="center" valign="middle" >Iraq 80% Iran 20%</td><td align="center" valign="middle" >Iraq 100%</td><td align="center" valign="middle" >Iraq 75% Iran 25%</td></tr><tr><td align="center" valign="middle" >River length (Km)</td><td align="center" valign="middle" >181 km</td><td align="center" valign="middle" >462 km</td><td align="center" valign="middle" >302 km</td><td align="center" valign="middle" >230</td><td align="center" valign="middle" >574 km</td></tr><tr><td align="center" valign="middle" >Maximum annual flow (BCM)</td><td align="center" valign="middle" >4.3</td><td align="center" valign="middle" >23.6</td><td align="center" valign="middle" >15.1</td><td align="center" valign="middle" >1.2</td><td align="center" valign="middle" >14.4</td></tr><tr><td align="center" valign="middle" >Minimum annual flow (BCM)</td><td align="center" valign="middle" >0.9</td><td align="center" valign="middle" >3.7</td><td align="center" valign="middle" >1.7</td><td align="center" valign="middle" >0.4</td><td align="center" valign="middle" >1.2</td></tr><tr><td align="center" valign="middle" >Mean annual flow (BCM)</td><td align="center" valign="middle" >2</td><td align="center" valign="middle" >12.7</td><td align="center" valign="middle" >7.8</td><td align="center" valign="middle" >0.80</td><td align="center" valign="middle" >4.6</td></tr><tr><td align="center" valign="middle" >Dams</td><td align="center" valign="middle" >Unregulated to date</td><td align="center" valign="middle" >Unregulated to date</td><td align="center" valign="middle" >2</td><td align="center" valign="middle" >1</td><td align="center" valign="middle" >3</td></tr></tbody></table></table-wrap><sec id="s3_1"><title>3.1. Model Input</title><p>Enormous amount of input data is required by SWAT model to fulfill the tasks envisaged in this research. Basic data requirements for modeling included digital elevation model (DEM), land use map, soil map, weather data and discharge data. DEM was extracted from ASTER Global Digital Elevation Model (ASTERGDM) with a 30 meter grid and 1 &#215; 1 degree tiles. The land cover map was obtained from the European Environment Agency (https://www.eea.europa.eu/) with a 250 meter grid raster for the year 2000. The soil map was collected from the global soil map of the Food and Agriculture Organization of the United Nations [<xref ref-type="bibr" rid="scirp.94483-ref9">9</xref>] . Weather data included daily precipitation, 0.5 hourly precipitation, maximum and minimum temperatures obtained from the Iraq’s Bureau of Meteorology. Monthly streamflow data was collected from the Iraqi Ministry of Water Resources/National Water Centre.</p></sec><sec id="s3_2"><title>3.2. Model Setup</title><p>In SWAT model, the watershed is divided into sub-basins based on the digital elevation model (DEM). The land use map, soil map and slope datasets were embedded with the SWAT databases. Thereafter, sub-basins are further delineated by Hydrologic Response Units (HRUs). HRUs are defined as packages of land that have a unique slope, soil and land use area within the borders of the sub-basin. HRUs enable the user to identify the differences in hydrologic conditions such as evapotranspiration for varied soils and land usage. Routing of water and pollutants are predicted from the HRUs to the sub-basin level and then through the river system to the watershed outlet. A HRU is the smallest mesh size in the SWAT model.</p></sec><sec id="s3_3"><title>3.3. General Circulation Model (GCM) Inputs</title><p>Six GCMs from CMIP3 namely CGCM3.1/T47, CNRMCM3, GFDL-CM2.1, IPSLCM4, MIROC3.2 (medres) and MRI CGCM2.3.2 were selected for climate change projections in the Lesser Zab basin under a very high emission scenario (A2), a medium emission scenario (A1B) and a low emission scenario (B1) for two future periods (2046-2064) and (2080-2100). The projected temperatures and precipitation were then input to the SWAT model to compare water resources in the basin with the baseline period (1982-2010). BCSD method was used to downscale the GCM results [<xref ref-type="bibr" rid="scirp.94483-ref10">10</xref>] .</p></sec></sec><sec id="s4"><title>4. Results and Discussion</title><p>The results from the hydrological modelling for annual stream flow are shown in <xref ref-type="fig" rid="fig2">Figure 2</xref>. Khbour, Al-Adhiam and Diyala stream flow will significantly decrease in the six models for all scenarios (A2, A1B, B) for both time periods. Apart of MRI, Greater Zab stream flow will experience decreases for all scenarios for both periods. Lesser Zab stream flow will decreases under A2 and A1B, however will experience increases under B1 for both periods. The decrease of flow of the Euphrates and Tigris Rivers and their tributaries in the last decade was discussed in details by [<xref ref-type="bibr" rid="scirp.94483-ref11">11</xref>] [<xref ref-type="bibr" rid="scirp.94483-ref12">12</xref>] . In view of these results, it is believed that Iraq should rely on non-conventional water resources to minimize the water shortage problem.</p></sec><sec id="s5"><title>5. Conclusion</title><p>The results from the SWAT model clearly demonstrate that the water regime of the five basins will undergo a shift due to climate change, and most likely, for the worse. The recent trends in the availability of water resources as observed in the</p><p>latest decades corroborate the fact that the phenomenon might have already started. Since water is a scarce resource in the region, a strategy to deal with the adversity of the future is warranted. Undoubtedly, a pro-active action or an early intervention should be considered to overcome the expected water scarcity. In this context, non-conventional water resources might overcome this shortage. Water harvesting techniques and wastewater treatment and reuse might solve or minimize the effect.</p></sec><sec id="s6"><title>Conflicts of Interest</title><p>The authors declare no conflicts of interest regarding the publication of this paper.</p></sec><sec id="s7"><title>Cite this paper</title><p>Abbas, N., Al-Ansari, N., Wasimi, S. and Al-Rawabdeh, A.M. (2019) Flow Variation of the Major Tributaries of Tigris River Due to Climate Change. 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