--> //initializations

--> x=10 //degree (angle)
 x  = 

   10.


--> h=5 //m (water level at one place)
 h  = 

   5.


--> l=60 //m (horizontal distance)
 l  = 

   60.


--> k=0.7 //mm/sec (coefficient of permeability)
 k  = 

   0.7


--> d=2.951 //m (depth of aquifer normal)
 d  = 

   2.951


--> b=1 //m  (width)
 b  = 

   1.


--> //calculations

--> L=l/cosd(x) //m (length of aquifer between two observation wells)
 L  = 

   60.925597


--> K=k*(10^-3) 
 K  = 

   0.0007


--> i=h/L // (hydraulic gradient)
 i  = 

   0.0820673


--> A=d*b //(area)
 A  = 

   2.951


--> q=K*i*A //(discharge)
 q  = 

   0.0001695


--> //results

--> printf('discharge through the aquifer per unit width=%f',q) //m^3/sec
discharge through the aquifer per unit width=0.000170