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+//exa 2.13
+clc;clear;close;
+format('v',10);
+//C1=2000+20*P1+0.05*P1^2;//Rs./hour
+//C2=2750+26*P2+0.03091*P2^2;//Rs./hour
+P1=350;//MW
+P2=550;//MW
+C1=2000+20*P1+0.05*P1^2;//Rs./hour
+C2=2750+26*P2+0.03091*P2^2;//Rs./hour
+C=C1+C2;//Rs./hour
+disp(C,"(a) Total Cost(Rs./hour)");
+P=P1+P2;//MW//Total Load
+P1=poly(0,'P1');
+P2=poly(0,'P2');
+dC1bydP1=20+2*0.05*P1;
+dC2bydP2=26+2*0.03091*P2;
+disp("(b) For Economic Scheduling")
+format('v',7);
+//dC1/dP1=dC2/dP2 for economic sheduling
+//Let loads of unit are P1 & P-P1
+eqn=20+2*0.05*P1-26-2*0.03091*(P-P1);
+P1=roots(eqn);//MW
+P2=P-P1;//MW
+disp(P2,P1,"Loads P1 & P2 in MW are : ");
+C1=2000+20*P1+0.05*P1^2;//Rs./hour
+C2=2750+26*P2+0.03091*P2^2;//Rs./hour
+Cnew=C1+C2;//Rs./hour
+disp(Cnew,"Total Cost(Rs./hour)");
+saving=C-Cnew;//Rs./hour
+disp(saving,"Total saving(Rs./hour)");
+format('v',5);
+Lt=P1-350;//MW//Tie line load
+disp(Lt,"Tie line load from Plant1 to Plant2(MW) : ");