1. Introduction
Supplying water to the world’s population between now and 2030 from an absolutely finite supply is identified as a clear and significant challenge [
1]. This is due to the fact that only one percent of the world’s total water is fresh and drinkable and is poorly managed [
1]. While population growth is a key factor affecting water scarcity, improving living standards, urbanisation and supply variability due to climate change also add pressure on water scarcity in different parts of the world [
2,
3,
4,
5].
Australia is a highly urbanised country (89 per cent of the population lives in towns and cities), and the urban population is expected to grow rapidly over the next 40 years [
6]. Furthermore, Australia has experienced prolonged and severe drought conditions from 2002 to 2008 particularly, in the south eastern part of the country [
7,
8]. This is believed to be as a result of climate change [
8]. Dependence primarily on the water stored in dams makes Australian water supply heavily vulnerable to drought [
6]. All these factors together with a growing population have increased pressure on Australian cities to act on water availability and secure it for the future. This pressure has intensified demand management programs such as education, permanent water saving rules, rebates, incentives, water restrictions, provision of rain water tanks and other methods of alternative water supplies. In this context, the need for detailed knowledge of water end-use behaviours has led water authorities and researchers to conduct studies to understand water use patterns of households including detailed surveys and end-use measurement programs. A large number of water end-use studies around the world in the last decade [
5,
9,
10,
11,
12,
13] highlight the importance of the detailed knowledge that these end-use studies are generating, irrespective of their high costs. This also emphasises the need for a fine scale understanding of water end-uses in addressing the critical issue of water scarcity. In Australia, a number of studies have been conducted on water end-uses [
14,
15,
16,
17,
18] to understand percentages of water use by each end-use, their variability over the years and over seasons, factors that affect water end-uses, and to measure end-use variables (e.g., frequency, duration, flow rate, peak demands and demand patterns).
Available water end-use data were used to build a number of end-use models across the world [
2,
9,
19,
20,
21,
22]. While the scope and output scales of these models are different, the majority of these models predict water end-uses at small temporal and spatial scales including daily or sub-daily scale and at per person or household scale [
2,
19,
21,
22,
23]. Blokker
et al. [
21] showed the importance of end-use water demand predictions at small time scales (per second or per minute at household scale) for modelling of water quality of drinking water distribution systems. Rathnayaka
et al. [
24] showed the importance of end-use water demand predictions at small time and spatial scales for planning water supply sources employing the fit-for-purpose water use concept. For both these purposes, it is important to investigate temporal and spatial variability of water end-uses and their underlying variables. Though, the available end-use studies have widened the knowledge on the variability of demographic characteristics and appliance efficiency across households and their effect on water end-use, studies on temporal variability of water end-use are limited. Although the models that predict demand at sub-daily time scales consider diurnal demand patterns of all water end-uses [
19,
21], studies on seasonal and daily variability of end-uses are limited to outdoor uses [
2,
9,
19,
23]. This is because of the prevailing assumption that indoor water uses except evaporative cooler water use are non-seasonal and the short periods for which end-use data are available. This study is aimed to expand the scope of the previous studies mentioned above by testing the variability of all residential water end-uses between winter and summer. This has not been addressed in these previous studies. Consistent with this identified gap, this paper analyses the seasonal variability of residential water end-uses between winter and summer. The study discusses shower and irrigation water use in detail as end-uses that have seasonal variability. The importance of these end-uses lies in that they are the largest water end-uses (about 30% or more in total) in Australia according to the recent studies [
17,
22]. The study also identified temperature as a sensitive variable for those seasonal water end-uses. This understanding is crucial to improve the accuracy of forecasting seasonal peak water demand which in turn supports planning and management of urban water resources.
3. Method
The data were analysed using a number of statistical techniques explained in
Section 3.2 to observe the seasonal variability of water end-uses. The analysis was repeated using two sets of data collected by YVW and CWW to ensure the validity of findings. This section discusses the data preparation and the statistical techniques used in this study.
3.1. Data Preparation
Although the expected sample size of the end-use data collected by CWW and YVW was 100 households in each sample, a smaller number of households were willing to participate in the survey during the summer program. Winter and summer data from the same group of households was used in the analysis to ensure consistency of data and to eliminate variations between samples due to people’s behaviour and household characteristics. This has further reduced the sample size to 61 households in the CWW sample and 56 households in the YVW sample, but improved the accuracy of results.
The summer data collection period consists of a greater number of days in which people are not at home during the whole day and hence, the total water use recorded in those days is limited to leakage losses. Only days in which there was an actual use of water, were selected for the analysis to avoid the effect of people being absent from home. Days in which people were present at home, were identified as those days in which non-leakage end-uses have occurred. The number of days fitting these criteria was greater in winter. In addition, the days that data was collected in the measurement program did not overlap among all households. To test the response of all households to the same weather conditions, we used data from the same set of days from all participating households in winter and in summer. This reduced the number of days for which data was analysed to 13 in each season for each household in each sample (26 days in total for winter and summer). These steps allowed consistent comparison and interpretation of the difference in water use between winter and summer.
The average daily water end-use volume per person (L/p/d) (Litres per person per day) was estimated separately for winter and summer and for the YVW and CWW samples. This average was obtained from the per person water use of 56 and 61 households in each sample. Although shower, toilet, clothes washer and tap uses were available in all households, bath and dishwasher were available from fewer households in each sample. A garden was present in all the houses except two houses in the YVW sample. Therefore, the calculation of average daily end-use volume (L/p/d) in households with bath, dishwasher and irrigation only includes those households where those end-uses are present.
3.2. Data Analysis
The end-uses analysed in this study include shower, toilet, tap, bath, irrigation, dishwasher and clothes washer, for which records are available in both seasons. However, evaporative cooler and pool water use data were only available during summer. As such, they are considered to be seasonal end-uses.
Scatter plots, descriptive statistics and paired t-tests were used to observe the seasonal difference in water end-uses [
31]. Paired t-tests allowed accounting for variability in water use of same set of households between the two seasons resulting in a smaller error term, thus increasing the sensitivity of the hypothesis test or confidence interval. The condition of normality of the data for the test was verified tested showing that the data met the condition. Probability plots of all end-use data showed that data are normally distributed and showed p values greater than 0.1 at 95% confidence interval.
Shower and irrigation water end-uses were further analysed using the Ordinary Least Squares (OLS) regression method [
32]. The data used in this analysis show that they are in agreement with the assumptions of OLS regression analysis in that the regression model has linear coefficients, residuals have a mean of zero, all predictors are uncorrelated with the residuals, residuals do not show serial correlation, residuals have a constant variance, no multicolinearity and residuals are normally distributed [
33].
5. Weather Sensitivity of Shower Water Use
Shower water use is the largest water end-use recorded in the 2010–2012 end-use measurement campaign and it is a common end-use for all households [
34]. An important aspect of the data analysis is that shower water use is affected by weather. Beal and Stewart [
16] explained the considerably lower shower water use recorded in South East Queensland (SEQ) in summer 2010–2011 (December 2010–February 2011) by the extremely wet weather conditions during this period in SEQ. This is additional evidence that weather affects shower water use.
Table 5 compares winter and summer water use data from Melbourne with that in SEQ. Only the end-uses available in all households were compared to ensure the consistency of the comparison. SEQ data also agrees with our findings on seasonal water uses showing shower water use is seasonally different (
Table 5).
Table 5.
Comparison of average end-use water consumptions (L/p/d).
Table 5.
Comparison of average end-use water consumptions (L/p/d).
End-Use | Season | Average Water Use (L/p/d)-Melbourne | Average Water Use * (L/p/d) [16] |
---|
YVW | CWW | SEQ |
---|
Shower | Summer | 31.0 | 44.5 | 36.2 |
Winter | 39.0 | 39.6 | 42.7 |
Toilet | Summer | 18.4 | 20.2 | 23.0 |
Winter | 21.1 | 20.5 | 23.7 |
Tap | Summer | 20.8 | 29.6 | 27.4 |
Winter | 20.1 | 19.0 | 27.5 |
Clothes washer | Summer | 19.7 | 18.8 | 26.5 |
Winter | 22.4 | 24.4 | 31.0 |
While shower water use shows sensitivity to weather, the YVW data shows less shower water use in summer than in winter in contrast to CWW data. Thus a relationship between temperature and shower volume cannot be identified. In order to further elucidate this question, shower water use was further analysed from the frequency and duration of shower events which are key behavioural variables determining shower water use.
The average shower duration is higher in YWV data than in CWW data both in winter and summer (
Table 6 and
Figure 3). In addition, the average shower duration in winter is longer than in summer (
Figure 3), possibly due to longer time needed for the water to reach a warm temperature, people keeping the tap open without interrupting and enjoying long warm showers in cold weather. This provides evidence of a possible relationship between average shower duration and weather.
Table 6.
Average shower frequency and shower duration in two seasons in CWW and YVW data samples.
Table 6.
Average shower frequency and shower duration in two seasons in CWW and YVW data samples.
Variable | Data Source | Season | Mean | Standard Deviation |
---|
Average shower frequency/p/d | CWW | summer | 1.07 | 0.12 |
winter | 0.82 | 0.04 |
YVW | summer | 0.68 | 0.05 |
winter | 0.73 | 0.04 |
Shower duration (Seconds/event) | CWW | summer | 365 | 20.17 |
winter | 400 | 17.98 |
YVW | summer | 373 | 14.74 |
winter | 460 | 22.15 |
Figure 3.
Scatter plot of average shower duration (seconds/event) and maximum daily temperature.
Figure 3.
Scatter plot of average shower duration (seconds/event) and maximum daily temperature.
OLS Regression analysis between average shower duration (seconds/event) and maximum daily temperature (°C) shows a negative correlation between these two variables (
Table 7). A p value lower than 0.05 suggests that the relationship is statistically significant (
Table 7).
The ability to explain this difference in shower duration by temperature is moderate (R
2 = 0.43). This suggests that there are other causes involved in driving shower duration. Relative humidity which, is another weather variable that may have an effect on shower water use, of the two locations was found approximately similar (Relative humidity for YVW location for winter is 73%, for CWW location it is 79% and summer relative humidity for both locations is 63% [
30]. Therefore, it may not have any impact. Since the respondents are from the same group of households, by ensuring consistency of other physical factors such as efficiency of showerheads and demographic factors such as age, the difference in shower duration can be ascribed to unobserved behavioural factors which need further study.
Table 7.
Results of the regression analysis between average shower duration and maximum daily temperature.
Table 7.
Results of the regression analysis between average shower duration and maximum daily temperature.
Tested Variables | T value | p value | R2 | Regression Coefficient |
---|
Average shower duration (Seconds/event) vs. maximum daily temperature (°C) | −6.11 | 0.000 | 0.43 | –3.37 |
In addition to shower duration, shower frequency was also subjected to further analysis. The average shower frequency in CWW data is greater than in YVW data and the shower frequency in summer is higher than it is in winter (
Table 6 and
Figure 4), a fact that can be explained by comparatively warm and dry weather. Further, an increase in shower frequency is observed with increasing temperature in the CWW data sample (
Figure 4). Conversely, the YVW data shows a slightly greater shower frequency in winter than in summer (
Table 6). It must be noted that other outdoor activities such as swimming pools and spas during hot days can also affect in-house shower frequency in summer. A closer observation of the data confirms this assumption for the YVW data, showing considerable percentage of summer days (11%) with no shower use in YVW households while water use was recorded for all other end-uses.
Figure 4.
Scatter plot of average shower frequency/p/d and maximum daily temperature.
Figure 4.
Scatter plot of average shower frequency/p/d and maximum daily temperature.
In conclusion, considerably longer shower duration in winter in the YVW data may explain its greater winter shower water use, while greater shower frequency in summer in the CWW data may explain the greater summer shower water use. This leads to the conclusion that temperature affects shower water use and the likely but unverified impact on shower water use. These observations suggest that extreme weather conditions can increase shower water use as cooler weather increases shower duration while hot weather increases shower frequency, which is a noteworthy finding in terms of managing water demand with respect to extreme weather conditions projected for the future [
35].
6. Weather Sensitivity of Irrigation Water Use
Irrigation is the second most predominant water use identified in the 2010–2012 end-use measurement campaign [
34]. Both CWW and YVW data show that irrigation water use is greater in summer than in winter and increases with maximum daily temperature while winter irrigation does not show such a relationship (
Figure 1 and
Figure 2).
Further analysis between irrigation variables and maximum daily temperature was carried out using OLS regression analysis to investigate their relationship. This analysis was carried out using an ensemble of the CWW and YVW samples as they both show a relationship with temperature (
Figure 1 and
Figure 2).
The volume of irrigation water use shows a close relationship with maximum daily temperature (
Table 8 and
Figure 2) thus agreeing with the findings of Duncan and Mitchell [
19] which show the maximum daily temperature is the best single explanatory variable of garden irrigation water use in Melbourne. The correlation of the occurrence of irrigation water use with maximum daily temperature is moderate and the correlations between average duration and flow rate with daily irrigation water use are poor (
Table 8). These relationships were observed during average winter and summer conditions in Melbourne when people use efficient irrigation methods, predominantly responding to water restrictions in place. As such, a large number of other variables including garden size, behavioural factors, occurrence and magnitude of rainfall, irrigation method and availability of alternative water sources can affect irrigation water use. Further analysis would be needed to understand the effects of these explanatory variables. However, this is precluded by the lack of available data at present given that data is only available for a period of 13 days.
Table 8.
Results of regression analysis between irrigation variables and maximum daily temperature.
Table 8.
Results of regression analysis between irrigation variables and maximum daily temperature.
Tested Variables | T value | p value | R2 | Regression Coefficient | Coefficient of Variation |
---|
Average occurrence (times/hh/d vs. maximum daily temperature (°C) | 7.14 | 0.000 | 0.58 | 0.01 | 50.97 |
Average duration (Seconds/d) vs. maximum daily temperature (°C) | 2.64 | 0.012 | 0.15 | 77.53 | 85.97 |
Average event flow rate (L/min) vs. maximum daily temperature (°C) | 2.39 | 0.022 | 0.13 | 0.10 | 20.05 |
Average volume (L/hh/d) vs. maximum daily temperature (°C) | 8.38 | 0.000 | 0.65 | 4.55 | 102.43 |
7. Conclusions
The purpose of this study was to understand the seasonal demand variability of water end-uses and to improve the current understanding of factors that influence the seasonal variability of residential water end-use. The study used two sets of data collected from CWW and YVW in Melbourne, Australia.
The study shows that bath, dishwasher, toilet, tap and clothes washer end-uses are not significantly different between winter and summer, while shower and irrigation, which are the main water end-uses are significantly different resulting in 6.5 and 23 L/p/d difference, respectively.
Weather is shown to be a significant determinant of shower water use; in particular as it affects shower duration which decreased with maximum daily temperature. Shower frequency shows an increase with maximum daily temperature in the CWW data set. However, the causes of this behaviour warrant further research since the absence of people from their residence during day time in the YVW data set may have affected the results. The results also suggest that shower water use may increase with extreme weather conditions as cooler weather increases shower duration while hot weather increases shower frequency. Irrigation water use exhibits seasonal difference in both the YVW and CWW data sets with greater summer consumption of 16.4 L/p/d and 29.6 L/p/d, respectively. This difference is partially explained (65%) by maximum daily temperature while study suggests many other variables, which need further research.
This analysis in turn can support modelling of residential end-use water demand, and inform the development of effective demand management programs such as awareness campaigns and supply-demand balance assessment of diversified water supply systems.