в н 711- Standard ID mg N per L Abs Sample ID Upslope Absorbance Dilution mg N/L Upslope Downslope Absorbance Dillution mg N/L Downslope 3 Std 0 0.5 0.01 0.2 0.5 Std 0.1 0.1 0.5 0.251 4 0.1 0.12 0.01 0.5 Std 0.2 0.2 0.225 3 0.395 0.01 0.951 Std 0.4 0.4 0.432 4 0.332 0.1 0.2 Std 0.6 0.6 0.585 0.551 0.01 0.149 6. 0.556 0.01 0.2 0.5 0.359 0.02 0.251 10 0.331 0.01 0.2 11 0.363 0.01 0.951 0.5 12 10 0.244 0.02 0.159 13 11 0.375 0.01 0.2 0.5 14 12 0.5 0.02 0.143 0.5 15 13 0.541 0.1 0.317 16 14 0.669 0.01 0.563 17 15 0.328 0.1 0.925 0.5 18 16 0.417 0.01 0.563 19 17 0.449 0.02 0.653 20 18 0.5 0.01 0.915 0.5 21 19 0.642 0.1 0.167 22 20 0.5 0.01 0.148 23 21 0.243 0.1 0.851 0.5 24 22 0.375 0.01 0.536 0.5 0.5 25 23 0.5 0.02 0.941 26 24 0.868 0.1 0.159 0.5 27 25 0.119 0.01 0.897 0.5 28 26 0.459 0.01 0.316 0.5 29 27 0.532 0.02 0.313 0.5 0.5 30 28 0.686 0.01 0.458 31 29 0.5 0.02 0.331 0.5 32 30 0.206 0.01 0.797

MATLAB: An Introduction with Applications
6th Edition
ISBN:9781119256830
Author:Amos Gilat
Publisher:Amos Gilat
Chapter1: Starting With Matlab
Section: Chapter Questions
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Question

Assuming the two sites are hydrologically well connected, the transit time between the two sites is fast, and the two sites cannot be treated as independent samples, what kind of t-test should be performed to show that the upslope site is greater than the downslope site? Enter the letter of your answer choice in the answer blank

 

A. one-tailed unpaired t-test
B. two-tailed unpaired t-test
C. one-tailed paired t-test
D. two-tailed paired t-test

What is the calculated t statistic, rounded to 4 decimal places? 

Is the calculated t statistic greater or less than the critical t value reported by the data analysis tool pack?  (enter greater or less)

Is the nitrate concentration at the upslope site significantly greater than the downslope site?  (Enteryes or no)

Based on this statistical result, and assuming no diffusion or dilution occurs between the upslope and downslope site, do you think microbes are removing NO3- from the ground water?  (Enter yes or no)

в
н
711-
Standard ID
mg N per L
Abs
Sample ID
Upslope Absorbance
Dilution
mg N/L Upslope
Downslope Absorbance
Dillution
mg N/L Downslope
3
Std 0
0.5
0.01
0.2
0.5
Std 0.1
0.1
0.5
0.251
4
0.1
0.12
0.01
0.5
Std 0.2
0.2
0.225
3
0.395
0.01
0.951
Std 0.4
0.4
0.432
4
0.332
0.1
0.2
Std 0.6
0.6
0.585
0.551
0.01
0.149
6.
0.556
0.01
0.2
0.5
0.359
0.02
0.251
10
0.331
0.01
0.2
11
0.363
0.01
0.951
0.5
12
10
0.244
0.02
0.159
13
11
0.375
0.01
0.2
0.5
14
12
0.5
0.02
0.143
0.5
15
13
0.541
0.1
0.317
16
14
0.669
0.01
0.563
17
15
0.328
0.1
0.925
0.5
18
16
0.417
0.01
0.563
19
17
0.449
0.02
0.653
20
18
0.5
0.01
0.915
0.5
21
19
0.642
0.1
0.167
22
20
0.5
0.01
0.148
23
21
0.243
0.1
0.851
0.5
24
22
0.375
0.01
0.536
0.5
0.5
25
23
0.5
0.02
0.941
26
24
0.868
0.1
0.159
0.5
27
25
0.119
0.01
0.897
0.5
28
26
0.459
0.01
0.316
0.5
29
27
0.532
0.02
0.313
0.5
0.5
30
28
0.686
0.01
0.458
31
29
0.5
0.02
0.331
0.5
32
30
0.206
0.01
0.797
Transcribed Image Text:в н 711- Standard ID mg N per L Abs Sample ID Upslope Absorbance Dilution mg N/L Upslope Downslope Absorbance Dillution mg N/L Downslope 3 Std 0 0.5 0.01 0.2 0.5 Std 0.1 0.1 0.5 0.251 4 0.1 0.12 0.01 0.5 Std 0.2 0.2 0.225 3 0.395 0.01 0.951 Std 0.4 0.4 0.432 4 0.332 0.1 0.2 Std 0.6 0.6 0.585 0.551 0.01 0.149 6. 0.556 0.01 0.2 0.5 0.359 0.02 0.251 10 0.331 0.01 0.2 11 0.363 0.01 0.951 0.5 12 10 0.244 0.02 0.159 13 11 0.375 0.01 0.2 0.5 14 12 0.5 0.02 0.143 0.5 15 13 0.541 0.1 0.317 16 14 0.669 0.01 0.563 17 15 0.328 0.1 0.925 0.5 18 16 0.417 0.01 0.563 19 17 0.449 0.02 0.653 20 18 0.5 0.01 0.915 0.5 21 19 0.642 0.1 0.167 22 20 0.5 0.01 0.148 23 21 0.243 0.1 0.851 0.5 24 22 0.375 0.01 0.536 0.5 0.5 25 23 0.5 0.02 0.941 26 24 0.868 0.1 0.159 0.5 27 25 0.119 0.01 0.897 0.5 28 26 0.459 0.01 0.316 0.5 29 27 0.532 0.02 0.313 0.5 0.5 30 28 0.686 0.01 0.458 31 29 0.5 0.02 0.331 0.5 32 30 0.206 0.01 0.797
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