<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Drias, Tarek</style></author><author><style face="normal" font="default" size="100%">Abdelhamid Khedidja</style></author><author><style face="normal" font="default" size="100%">Moufida Belloula</style></author><author><style face="normal" font="default" size="100%">Saadali, Badraddine</style></author><author><style face="normal" font="default" size="100%">Saibi, Hakim</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Groundwater modelling of the Tebessa-Morsott alluvial aquifer (northeastern Algeria): A geostatistical approach</style></title><secondary-title><style face="normal" font="default" size="100%">Groundwater for Sustainable Development</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2020</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">https://doi.org/10.1016/j.gsd.2020.100444</style></url></web-urls></urls><volume><style face="normal" font="default" size="100%">11</style></volume><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p style=&quot;text-align: justify;&quot;&gt;
	This paper studies aquifer's hydrodynamic behavior by combining a flow-simulation model with transmissivity optimization (cokriging) in order to provide an optimal management scheme for the groundwater aquifer. The use of a cokriging approach improves the transmissivity data which are insufficient for the database of the&amp;nbsp;groundwater flow&amp;nbsp;simulation model. The obtained results are then used to model the&amp;nbsp;groundwater flow&amp;nbsp;of the Tebessa-Morsott shallow aquifer, located in NE Algeria, under a steady and transient regime. The results of the model calibration for the steady-state (year 2010) show that the recharge by rainfall and leakage rate are similar compared to those calculated by the analytical approach, (84,354&amp;nbsp;m&lt;sup&gt;3&lt;/sup&gt;/day for the recharge and 36,986&amp;nbsp;m&lt;sup&gt;3&lt;/sup&gt;/day for pumped water flow rate). The results of the transient regime show the alluvial aquifer affected by large drawdowns reaching 40&amp;nbsp;m over 20 years (year 2030 scenario) due to increase in water exploitation from pumping wells to answer water needs of the Tebessa region.
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