Respuesta :
Answer:
C = 2.24x10⁻⁴ M
Explanation:
The concentration of iron in Uncle Wilbur's runoff can be calculated using Beer-Lambert law:
[tex] A = \epsilon*C*l [/tex] (1)
Where:
A: is the absorbance of the compound
ε: is the molar absorptivity of the compound
C: is the concentration of the compound
l: is the optical path length
Since the runoff sample exhibited the same absorbance as the reference sample, we can find the concentration using equation (1):
[tex] \epsilon*C_{1}*l_{1} = \epsilon*C_{2}*l_{2} [/tex] (2)
Where:
Subscripst 1 and 2 refer to Uncle Wilbur's runoff and to reference sample, respectively.
l₁ = 2.41 cm
l₂ = 1.00 cm
We can find C₂ as follows:
[tex] C_{2} = \frac{C_{2i}*V_{i}}{V_{f}} [/tex] (3)
Where:
[tex]C_{2i}[/tex]: is the initial concentration of the reference sample = 6.74x10⁻⁴ M
[tex]V_{i}[/tex]: is the initial volume = 10.0 mL
[tex]V_{f}[/tex]: is the final volume = 50.0 mL
[tex] C_{2} = \frac{6.74 \cdot 10^{-4} M*10.0 mL}{50.0 mL} = 1.35 \cdot 10^{-4} M [/tex]
Now, we can find C₁ using equation (2):
[tex] C_{1} = \frac{C_{2}*l_{2}}{l_{1}} = \frac{1.35 \cdot 10^{-4} M*1.00 cm}{2.41 cm} = 5.60 \cdot 10^{-5} M [/tex]
Finally, since the runoff solution was diluted to 100.0 mL, the initial concentration can be calculated using equation (3) for [tex]C_{1i}[/tex]:
[tex]C_{1i} = \frac{C_{1}*V_{f}}{V_{i}} = \frac{5.60 \cdot 10^{-5} M*100.0 mL}{25.0 mL} = 2.24 \cdot 10^{-4} M[/tex]
Therefore, the concentration of iron in Uncle Wilbur's runoff is 2.24x10⁻⁴ M.
I hope it helps you!