Evaluation of Backwater Flow Over Broad Crest Weir Using MATLAB Simulink
			
	
 
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				Geomatics Department, Technical Engineering College, Northern Technical University, Mosul, Iraq
				 
			 
										
				
				
		
		 
			
			
		
		
		
		
		
		
	
							
					    		
    			 
    			
    				    					Autor do korespondencji
    					    				    				
    					Fatin M. Shehab   
    					Geomatics Department, Technical Engineering College, Northern Technical University, Mosul, Iraq
    				
 
    			
				 
    			 
    		 		
			
							 
		
	 
		
 
 
Ecol. Eng. Environ. Technol. 2024; 4:1-10
		
 
 
SŁOWA KLUCZOWE
DZIEDZINY
STRESZCZENIE
The main purpose of the construction of weirs is to raise the water level and control it in front of the weir. It is important here to know the longitudinal section of the variable flow behind the weir in the open channels. 30 experiments were tested in a horizontal laboratory channel with a length of 12 m, a width of 0.5 m, and a depth of 0.45 m. The longitudinal flow section was evaluated follow a step-by-step process under the influence of five different slopes of the channel bottom with five different discharges for each slope. After that, a MATLAB simulation model was built in order to evaluate the longitudinal section of water surface, which is a plot of the water level along the length of the structure. This method is important for the purpose of shortening the time and obtaining more accurate results. The results were compared between the two methods, and there was good agreement between the two methods.