Effluent A

LC₅

^(ml/L)

LC₅₀

^(ml/L)

LC₉₅

^(ml/L)

DF

SE

Equation of line

Concentration

Confidence Interval

1.9

27.0

38.84

3

0.36

Y = 1.2x ± 0.6

0.01 - 0.53

1.39 - 4.00

18.28 - 258.53