| WPL | Stem (Units = 10) | WOR |
| 0 | 5 6 7 9 9 | |
| 1 | 0 0 5 8 8 | |
| 2 | 1 6 8 | |
| 9 4 4 | 3 | 0 1 2 |
| 9 5 0 | 4 | 0 3 4 8 9 |
| 3 | 5 | 2 4 9 9 |
| 3 0 | 6 | 1 1 3 4 6 8 |
| 3 | 7 | 0 0 6 6 7 7 7 8 |
| 8 | 0 2 2 3 3 4 4 | |
| 2 | 9 | 1 |
| 9 8 7 7 6 3 3 2 2 1 1 0 | 10 | 6 7 9 |
| 6 6 5 4 4 3 2 | 11 | |
| 9 9 8 6 5 5 3 2 0 | 12 | 9 |
| 8 7 5 5 3 2 | 13 | |
| 9 1 | 14 | 1 |
| 3 3 | 15 | |
| 16 | ||
| 4 | 17 | |
| 2 | 18 |
(c) Bar Chart
(d)
Proportion of Stock prices above $40 for WPL = 49/50 = 0.94
Proportion of Stock prices above $40 for WOR = 35/50 = 0.67
Question 2
(a)
The descriptive statistics is given below
| Prices | |
| Mean | 153.3245 |
| Median | 141.63 |
| First Quartile | 95.0925 |
| Third Quartile | 216.73 |
| Prices | |
| Standard Deviation | 75.66799 |
| Range | 326.8 |
| Coefficient of Variation | 49.35152 |
(d) Required student last four digit id no S0256033
Ewen, Dale, Joan S Gary, and James E Trefzger. Technical Calculus. Upper Saddle River, N.J.: Pearson/Prentice Hall, 2005. Print. ISBN – 13: 978-0-130-48818-3
Margaret L. Andersen, 2016. Sociology: The Essentials. 9 Edition. Cengage Learning. ISBN – 13: 978-1-305-50308-3
Michael Swan, 2005. Practical English Usage. 3 Edition. Oxford University Press. ISBN – 13: 978-0-194-42098-3
Louis P. Pojman, 2013. Philosophy: The Quest For Truth. 9 Edition. Oxford University Press. ISBN – 13: 978-0-199-96108-3
Question 3
(a) The total sources of agricultural water is 9779.7 (000 ML), out of which 1163.9 (000 ML) was used from on farm dams or tanks. Therefore,
P (water used from on-farm dams or tanks) = 1163.9/9779.7 = 0.119
(b) P (Groundwater and located in Qld) = 631.1/9779.7 = 0.065
(c) It is found that 1414.4 out of 6174.3 (000 ML) amount of water from MDB is taken from Rivers, creeks or lakes
P (water taken from Rivers, creeks or lakes for farm located in MDB) = 1414.4/6174.3 = 0.2291
(d) It is found that 957 out of 3425.8 (000 ML) amount of water from NSW is not taken from Rivers, creeks or lakes or Irrigation channels or pipelines
P (water not taken from Rivers, creeks or lakes or Irrigation channels or pipelines) =
957/3425.8 = 0.2794
Question 4
(i) Here, ? = 1.51 (average of overall rainfall)
P (x = 0) = e-1.51 = 0.221
(ii) Here, ? = 78.60/52 = 1.51 (average of weekly rainfall)
P (x = 0) = e-1.51 * (1.51)0 /0! = 0.221
P (x = 1) = e-1.51 * (1.51)1 /1!= 0.3334
P(X<2) = 0.221+0.3334 = 0.5543
P (X >=2) = 1 – P (X < 2) = 1 – 0.5543 = 0.4457
Therefore, the probability that there will be 2 or more days of rainfall in a week is 0.4457
(b)
The mean weekly total amount of rainfall is 10.58 and its standard deviation is 14.61
= P (-0.3136 < Z < 0.0972)
= P (-? < Z < 0.0972) – P (-? < Z < -0.3136)
= 0.5387 – 0.3769
= 0.1618
(ii)
------- (1)
On referring normal table, it is observed that
P (Z < 0.8416) = 0.80 ----------------------------- (2)
From (1) and (2), we have
=0.8416
A = 12.29
Therefore, we conclude that for the rainfall 12.29mm, only 20 % of the weeks have that amount of rainfall or higher
Question 5
(a) Normal Probability Plots
The points fall close to the trend line, indicating that the distribution of Temperature follows normal distribution, approximately
The points fall close to the trend line, indicating that the distribution of Relative Humidity follows normal distribution, approximately. Also, we see that there exist outliers in the dataset
The points fall close to the trend line, indicating that the distribution of Wind (km/hr) follows normal distribution, approximately
The points fall far away from the trend line, indicating that the distribution of Area burned do not follow normal distribution.
(b)
The formula used to calculate the 95% confidence interval for mean is given below
Here, the table value of z corresponding to 5% level of significance and is 1.96
Therefore, the margin of error, E is computed using this table value of t along with standard deviation and sample size.
The table given below shows the workings of 95% confidence interval for mean values
| Temperature | Relative Humidity | Wind | Area Burned | |
| Sample Standard Deviation | 6.603110477 | 17.43006 | 1.777181326 | 77.71624 |
| Sample Mean | 47.40540541 | 21.54955 | 4.362162162 | 17.89532 |
| Sample Size | 140 | 140 | 140 | 140 |
| Level of Confidence | 95% | 95% | 95% | 95% |
| Confidence Interval Workings | ||||
| Se (Standard Error) | 0.558064691 | 1.473109 | 0.150199236 | 6.568221 |
| Degrees of Freedom | 139 | 139 | 139 | 139 |
| Z Value | 1.9600 | 1.9600 | 1.9600 | 1.9600 |
| Interval Half Width | 1.0938 | 2.8873 | 0.2944 | 12.8737 |
| Confidence Interval | ||||
| Interval Lower Limit | 46.31 | 18.66 | 4.07 | 5.02 |
| Interval Upper Limit | 48.50 | 24.44 | 4.66 | 30.77 |
| Area burned (ha) > 25 degree | Area burned (ha) <=25 degree | |
| Average | 29.0431 | 13.10816 |
| Std dev | 117.2704 | 36.2119 |
| Sample Size | 42 | 98 |
| Data | |
| Hypothesized Difference | 0 |
| Level of Significance | 0.05 |
| Area burned (ha) > 25 degree | |
| Sample taken | 42 |
| Mean for the sample | 29.0431 |
| Standard deviation for the sample | 117.2704 |
| Area burned (ha) <=25 degree | |
| Sample taken | 98 |
| Mean for the sample | 13.10816 |
| Standard deviation for the sample | 36.2119 |
| Testing Workings | |
| Mean Difference | 15.93494 |
| Standard Error | 18.4612 |
| Z-Test Statistic | 0.8632 |
| Upper-Tail Test | |
| Upper Critical Value | 1.6449 |
| p-Value | 0.1940 |
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