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diff --git a/2441/CH3/EX3.3/Ex3_3.sce b/2441/CH3/EX3.3/Ex3_3.sce
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+//Exa 3.3
+clc;clear;close;
+format('v',9);
+P1=700;//MW(Load for 14 hours)
+P2=500;//MW(Load for 10 hours)
+B22=0.0005;//Loss Coefficient
+t1=14;//hour
+t2=10;//hour
+r2=2.5;//Rs/hour/(m^3/sec)
+//Characteristics of units : 
+//C1=(24+0.02*P1)*P1;//Rs./hour
+//W2=(6+0.0025*P2)*P2;//m^3/sec
+lambda=37.944;//Rs./MWh(For peak load conditions)
+P1=348.6;//MW(For peak load conditions)
+P2=454.84;//MW(For peak load conditions)
+PL=103.44;//MW(For peak load conditions)
+lambda_dash=31.73;//Rs./MWh(For peak load conditions)
+P1_dash=193.25;//MW(For peak off conditions)
+P2_dash=378.25;//MW(For peak off conditions)
+PL_dash=71.50;//MW(For peak off conditions)
+W=[(6+0.0025*P2)*P2*t1+(6+0.0025*P2_dash)*P2_dash*t2]*3600/10^3;//m^3//D3ily water used
+disp(W,"Daily water used by plant(m^3) : ");
+C=(24+0.02*P1)*P1*t1+(24+0.02*P1_dash)*P1_dash*t2;//Rs.
+disp(C,"Daily operating cost of plant(Rs.) : ");