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Important instructions: For all situations requiring a hypothesis test (z test, one-samplet test, one-sample variance test or
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Answer #1

We use a 2 sample t test for conducting the test

Let \mu_1 be the the average number of acorns in Mesic Soil.

Let \mu_2 be the the average number of acorns in Sand Bottom.

From the data

For: \bar{x_1} = 95, s1 = 3, n1 = 10

For: \bar{x_2} = 85.6, s2 = 3.69, n2 = 10

S_p^2 = \frac{(n1-1)*s1^2+(n2-1)*s2^2}{n1+n2-2} = \frac{9*3^2+9*3.69^2}{10+10-2} = 11.3081

The Hypothesis:

H0: \mu_1 = \mu_2

Ha: \mu_1 > \mu_2

This is a Right tailed test.

The Test Statistic:

t = \frac{\bar{x}_1-\bar{x}_2}{\sqrt{S_p^2}(\frac{1}{n1}+\frac{1}{n2})} = \frac{95-85.6}{\sqrt{11.3081*(\frac{1}{10}+\frac{1}{10})}} = 6.25

The p Value:    The p value (Right Tail) for t = 6.25 ,df = 18,is; p value = 0.0000

The Critical Value:   The critical value (Right tail) at \alpha = 0.05 (default), df = 18,tcritical = +1.734

The Decision Rule:    If tobserved is > tcritical, Then Reject H0.

Also If the P value is < \alpha , Then Reject H0

The Decision:    Since t observed (6.25) is > tcritical (1.734), We Reject H0.

Also since P value (0.0000) is < \alpha (0.05), We Reject H0.

The Conclusion: There is sufficient evidence at the 95% significance level to conclude that the mesic soil area leads to greater number of acorns per 5 square feet than Sand Bottom.

________________________________________________

Calculation for mean and Standard Deviation

Mean = Sum of Observations / Total Observations

Variance = SS/n - 1, where SS = Sum of squares

SS = SUM(X - Mean)2.

Standard Deviation = Sqrt(Variance)

Mesic Sand
n 10 10
Sum 950 856
Average 95.00 85.6
SS(Sum of squares) 82 122.4
Variance = SS/n-1 9.11 13.60
Std Dev=Sqrt(Variance) 3.0 3.69
Mesic Soil Sand Bottoms
# X Mean (x - mean)2 # X Mean (x - mean)2
1 95 95.000 0.000 1 93 85.600 54.760
2 93 95.000 4.000 2 83 85.600 6.760
3 96 95.000 1.000 3 81 85.600 21.160
4 92 95.000 9.000 4 85 85.600 0.360
5 98 95.000 9.000 5 85 85.600 0.360
6 91 95.000 16.000 6 88 85.600 5.760
7 95 95.000 0.000 7 83 85.600 6.760
8 100 95.000 25.000 8 82 85.600 12.960
9 98 95.000 9.000 9 89 85.600 11.560
10 92 95.000 9.000 10 87 85.600 1.960
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