A B r

7 10 15 20 25 30 35

50,4299 -1,4131 -0,9375

46,875 39,063 19,531 17,578 16,6 8,30075 4,3945

2 3 5 7 10 15 20 25 30 35

44,0103 -1,572 -0,9007

46,87 46,87 39,06 39,06 19,531 4,8823 2,4381 1,2205 0,73225 0,4883

5 7 10 15 20 25 30 35

26,1667 -0,9058 -0,847

31,25 23,437 11,719 4,8828 2,4414 0,9765 0,7324 0,7324

flujo (mL/min)

Eq. t (min)

75

0,25 0,5 0,75 1 1,5 2 3 5 7 10 15 20 25 30 35

4 31,25 31,25 31,25 31,25 31,25 62,5 62,5 62,5 31,25 15,625 7,8125 3,9063 1,9531 0,9765 0,9765

3 0,9765 7,8125 15,625 31,25 31,25 62,5 62,5 62,5 62,5 62,5 31,25 31,25 31,25 15,625 7,8125

Promedio 62,5 62,5 62,5 46,875 39,063 19,531 17,578 16,6 8,30075 4,3945

125 1 7,8125 15,625 31,25 31,25 78,125 62,5 62,5 62,5 62,5 31,25 7,8125 3,9063 1,9531 0,9765 0,4883

2 7,8125 15,625 31,25 31,25 31,25 31,25 31,25 15,62 15,62 7,8125 1,952 0,97 0,488 0,488 0,4883

Promedio 31,25 54,688 46,87 46,88 39,06 39,06 19,531 4,8823 2,4381 1,2205 0,73225 0,4883

175 6 31,25 31,25 62,5 62,5 62,5 62,5 62,5 31,25 31,25 15,625 7,8125 3,9063 0,9765 0,9765 0,9765

5 15,625 31,25 31,25 31,25 31,25 31,25 31,25 31,25 15,625 7,8125 1,9531 0,9765 0,9765 0,4883 0,4883

Promedio 31,25 46,875 46,87 46,875 46,88 46,88 31,25 23,437 11,719 4,8828 2,4414 0,9765 0,7324 0,7324

A,B Y r DE ELIMINACION

A=50,4299

A=44,0103

A=26,1667

B=-1,4131

B=-1,572

B=-0,9058

r=-0,9375

r=-0,9007

r=-0,847

Flujo 75 mL/min Flujo 125 mL/min Flujo 175 mL/min

ABSORCION

A= 4.2666 A= 4.3833 A= 3.8030

B= -0.3656 B= -1.0554 B= -1.5232

r= -0.9682 r= -0.9486 r= -1

ELIMINACION

A=50,4299 A=44,0103 A=26,1667

B=-1,4131 B=-1,572 B=-0,9058

r=-0,9375 r=-0,9007 r=-0,847

Formula para el calculo del área bajo la curva

ABC0-∞= Cp 2+Cp 1 (t2−t1

2

𝑛

𝑖=1+

Cpúltima

ke masa.tiempo/volumen (mg.min/mL)