Lithological and hydrodynamic characterization of the deep aquifer using logging techniques and pumping tests in the Fritissa Area, middle Moulouya, Morocco
			
	
 
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				1
				Geosciences Water and Environment Laboratory, Mohammed V University, Faculty of Sciences, Rabat, 10000, Morocco
				 
			 
						
				2
				Regional Center for Education and Training Professions CRMEF Casablanca-Settat, Av. Stendhal 20340, Casablanca, Morocco
				 
			 
						
				3
				Laboratory of Natural Resources and Environment, Polydisciplinary Faculty of Taza, Sidi Mohamed Ben Abdellah University, BP 1223 Taza Gare, Morocco
				 
			 
										
				
				
			
			These authors had equal contribution to this work
			 
		 		
				
		
		 
			
			
		
		
		
		
		
		
	
							
					    		
    			 
    			
    				    					Corresponding author
    					    				    				
    					Moulay Ben Ahmed Driss   
    					Geosciences Water and Environment Laboratory, Mohammed 5 University, Faculty of Sciences, Rabat, 10000, Morocco
    				
 
    			
				 
    			 
    		 		
			
																						 
		
	 
		
 
 
Ecol. Eng. Environ. Technol. 2025; 4:237-250
		
 
 
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ABSTRACT
The current research is an attempt to precise the lithological nature and hydrodynamic characters of deep aquifer in the Fritissa region, Middle Moulouya, Morocco, under arid to semi-arid climate environments. The objective is to determine the aquifer capacity to satisfy the needs of local population and specify the conditions of water exploitation while insuring the resource sustainability. The methodology adopted consists in the application of logging techniques comprising logs of gamma ray (GR), spontaneous potential (SP), normal resistivities (N16) and (N64), lateral resistivity (L48) and caliper. In addition to pumping tests, notably step-drawdown and constant pumping rate tests. The logging operations are completed in two boreholes: Bouyakoubate (F1) and Dkikira (F2), and reveal the carbonate nature of the saturated zones, located at depths of 630 m in Bouyakoubate and exceeding 550 m in Dkikira. Pumping tests are done in the two former boreholes and in a third one in Fritissa locality (F3). Step-drawdown tests precise the critical pumping rates as: Qc1: 288 m3/h in Bouyakoubate, Qc2: 61.20 m3/h in Dkikira and Qc3: 292 m3/h in Fritissa, while constant pumping rate tests show operating pumping rates as: Qop1: 259.2 m3/h in Bouyakoubate, Qop2: 55.08 m3/h in Dkikira and Qop3: 262.44 m3/h in Fritissa. The findings consequently confirm that the exploitation of deep aquifer through the three boreholes is satisfactory to meet the needs of the local populations sustainably. The method of coupling logging with pumping tests therefore proves reliable and applicable in Morocco and elsewhere if the cost problems are overcome.