In regions suffering from water scarcity, residents commonly employ several coping strategies such as the use of multiple water sources, water storage and water sharing and borrowing. This study applies a hierarchical linear regression model to investigate the physical (i.e. water source and supply time) and non-physical (i.e. number of families, wealth status, education for household head, house ownership, water treatment and community involvement) factors associated with individual water consumption throughout the Kathmandu Valley, Nepal. During the baseline period (dry season before the 2015 Gorkha earthquake), the average water consumption was 91 litre/capita/day (LPCD) but there was a regional disparity in water consumption, ranging from 16 to 158 LPCD. The statistical analysis indicated that households using many water sources consumed more water regardless of the supply area even in an emergency. In addition, households with many family members used less water per person. During emergencies, households participating in the local community were found to consume more water than households not participating in the community, especially when the water being used was managed by the community.

  • Factors associated with household water consumption were investigated using a hierarchical linear regression model.

  • Average water consumption was 91 litre/capita/day and there was a regional disparity.

  • Households using many water sources consumed more water regardless of supply area.

  • Community involvement was associated with an increase in water consumption only during an emergency.

The quantity of domestic water influences hygiene and therefore public health (Howard & Bartram 2003). The World Health Organization categorised households consuming less than 20 litre/capita/day (LPCD) as ‘basic access’, those consuming 50 LPCD as ‘intermediate access’ and those consuming 100 LPCD or more as ‘optimal access’ (Howard & Bartram 2003). However, there are many regions where individual water consumption (LPCD) does not reach ‘optimal access’ (Shaban & Sharma 2007; Fan et al. 2013; Otaki et al. 2022). According to the United Nations (Sustainable Development Goals Goal 6), water scarcity affects more than 40% of the global population and is expected to increase. Recently, demand-side water management has attracted global attention, and several reports have focused on water use in households (Zerah 2000; Pattanayak et al. 2005; Fan et al. 2013; Grace et al. 2013; Pasakhala et al. 2013; Guragai et al. 2017). Achore et al. (2020) identified that nine key coping strategies are typically employed by households, including constructing alternative water sources, buying water from private vendors, water storage, water sharing and borrowing from social networks, and treating water to deal with water quality and quantity issues. In addition, households actively collaborate to facilitate water treatment, distribution and protection through community participation in regions with water scarcity (Shrestha et al. 2019). Ito et al. (2021) defined factors which vary at the household level, including coping strategies, socioeconomic status and community participation, as ‘non-physical’ factors.

The Kathmandu Valley, Nepal, is one region suffering from chronic water scarcity. Water demand is 472 million litres per day (MLD), whereas Kathmandu Upatyaka Khanepani Limited (KUKL), which is the only piped water supply company for the region, supplies 97 and 126 MLD during the months of minimum and maximum production, respectively (KUKL Annual Report 2021). Though most existing research on water consumption at household have not focused on coping strategies and community participation (Babel et al. 2007; Nauges & van den Berg 2009; House-Peters & Chang 2011; Coulibaly et al. 2014), Ito et al. (2021) attempted to quantitatively evaluate the factors associating with water consumption not only from the perspective of physical factors which depend on the external environment but also from the perspective of non-physical factors in the Kathmandu Valley. In other words, water source and supply time (i.e. physical factor), and wealth status, education for household head, house ownership, participation in local community and water treatment (i.e. non-physical factors) were selected to assess their association with individual water consumption. Ito et al. (2021) showed that the number of water sources was associated with increased water consumption and water treatment was associated with decreased water consumption regardless of the impact of Gorkha earthquake and seasonality. Wealth status, education for household heads, house ownership and participation in the local community were associated with increased water consumption before the earthquake during the dry season but these associations were not apparent after the earthquake during dry season. In the Valley, characteristics such as water quality and supply quantity may differ in each KUKL water supply area, and the regional disparity of waterborne infection risk from multiple water sources was indicated (Ito et al. 2020). In addition, location-specific factors such as culture and location may influence the relationship between water consumption and each factor. Therefore, supply areas should be strongly considered to indicate the factors associated with individual water consumption, especially in the context of regions with insufficient water supply. The inclusion of the ‘water supply area’ factor as one of the independent variables in a linear regression model was attempted, but its impact was too large to confirm the impact of the other variables. Behavioural and social data commonly have a nested structure (Raudenbush & Bryk 2002), and the hierarchical linear regression model (HLM) is recommended to address issues associated with the hierarchical nature of multilevel data (Hofmann 1997; Raudenbush & Bryk 2002; Kim et al. 2009). This approach has been extensively used in education and psychology but is rarely used in the field of water sciences. In this study, households were considered to be nested within the water supply area, that is, the water supply area had an indirect influence on the association between individual water consumption and each factor. This study applies the HLM to build on the model developed by Ito et al. (2021) by considering the effect of water supply area and to analyse nested data. Furthermore, we used the HLM model to confirm the physical and non-physical factors associated with individual water consumption (LPCD) throughout the Kathmandu Valley.

Study area

The Kathmandu Valley is the largest urban core in Nepal, a low-income country situated north of India in South Asia. It has an area of 665 km2 and consists of the entire Bhaktapur district, 85% of Kathmandu district and 50% of Lalitpur district (Pant & Dongol 2009). The average annual rainfall is 1,200 mm, and ∼80% of the annual rainfall occurs during the June–September wet season (Prajapati et al. 2021). The population of the Valley increased from 2.51 million in 2011 to 3.2 million in 2015, and the population growth rate was 4.3% per year from 2006 to 2015 (Tamrakar & Manandhar 2016). KUKL provides services to 90% of the population in the white and grey areas of the Kathmandu Valley (Figure 1). The central white areas refer to five municipalities (Kathmandu, Lalitpur, Bhaktapur, Madhyapur, Kirtipur) and the grey areas are Village Development Committees. As of January 2017, KUKL distributed water to households in the white areas in Figure 1 through 10 branch offices and those white areas are the focus of this study. Bhaktapur municipality was excluded from this study because of the unavailability of ward-wise household data during the study design phase.
Figure 1

Survey points (clusters) in the Kathmandu Valley.

Figure 1

Survey points (clusters) in the Kathmandu Valley.

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On 25 April 2015, a 7.6 magnitude earthquake (hereinafter called ‘Gorkha earthquake’) struck Barpak in the historic district of Gorkha, about 76 km northwest of Kathmandu. Gorkha earthquake caused major (partial) damage to 1,570 (3,663) out of 11,288 water supply systems in the affected areas (NPC 2015). Thapa et al. (2016) indicated an almost 40% reduction in piped water supply in the Kathmandu Valley after the earthquake.

Survey

The sampling unit was a household, and the target area has more than 40,000 households. Household sampling was performed based on a two-stage cluster survey design. In the first stage, 50 clusters were extracted by applying the probability proportional to size sampling technique based on the number of households (i.e. the number of households in the wards of the municipalities was considered for selecting clusters). The geographical locations of each cluster were randomly selected using a geographic information system. In the second step, trained interviewers from the local community randomly selected 30 households closest to each selected geographical location. They conducted face-to-face interviews with any household member aged between 15 and 60 years who could understand and answer questions. A single house typically has more than one household, but data were collected from only one household per house. The survey questions were designed in English and translated into Nepali, and answers were given in Nepali and translated into English. The survey included questions on socio-demographic characteristics, economic and domestic water use behaviour (treatment, storage, collecting, purchasing, etc.) and community involvement. The details of this survey have been explained by Shrestha et al. (2017). The survey was conducted in three phases by targeting 1,500 households living in 50 clusters, as shown in Figure 2. Phase 1 was conducted during the dry season from January to April 2015, but only in 39 clusters (1,139 households) due to the Gorkha earthquake. Phase 2 was conducted in 50 clusters (1,500 households) during the dry season from December 2015 to February 2016 (eight months after the earthquake). Phase 3 was conducted in 50 clusters (1,500 households) during the wet season from August to September 2016 (one year and four months after the earthquake). After excluding data from households that were represented by family members of invalid age or that had missing answers in one or more of the study phases, the data from 992 households were included in this study. In this study, Phase 1 was considered the baseline period; Phases 2 and 3 were considered the representative periods affected by earthquakes and wet seasons, respectively.
Figure 2

Outline of three questionnaires and valid data for analysis (Ito et al. 2021). HHs, households; GE, Gorkha earthquake.

Figure 2

Outline of three questionnaires and valid data for analysis (Ito et al. 2021). HHs, households; GE, Gorkha earthquake.

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Factors for analysis

Table 1 depicts the dependent and independent variables selected in this study for HLM.

Table 1

Dependent and independent variables and their definitions for the hierarchical linear model

VariableDescriptionTypes of variablesDefinition
Dependent variable    
Consumption Water consumption (litre/capita/day) Continuous  
Independent variable    
 Physical    
Sourcea Water source (PW, GW, and TK) used in the households Nominal Only PW : Reference group 
   GW (and PW)b 
   TK (and PW)c 
   GW and TK (and PW)d 
Supply time Supply time of PW (hour/week) Continuous  
 Non-physical    
No. of families Number of family members Continuous  
Wealth status Wealth status divided into five levels based on household asset possessions Nominal Lowest: Reference group 
   Lower 
   Medium 
   Higher 
   Highest 
Head education Educational attainment of household head Nominal No education: Reference group 
   Primary/Secondary 
   College/University 
Ownership House ownership Nominal (Binary) Tenant = 0, Owner = 1 
Treatment Water treatment at home Nominal (Binary) No = 0, Yes = 1 
Community Participation in local community and use of water managed by community Nominal No participation: Reference group 
   No community water 
   Use community water 
VariableDescriptionTypes of variablesDefinition
Dependent variable    
Consumption Water consumption (litre/capita/day) Continuous  
Independent variable    
 Physical    
Sourcea Water source (PW, GW, and TK) used in the households Nominal Only PW : Reference group 
   GW (and PW)b 
   TK (and PW)c 
   GW and TK (and PW)d 
Supply time Supply time of PW (hour/week) Continuous  
 Non-physical    
No. of families Number of family members Continuous  
Wealth status Wealth status divided into five levels based on household asset possessions Nominal Lowest: Reference group 
   Lower 
   Medium 
   Higher 
   Highest 
Head education Educational attainment of household head Nominal No education: Reference group 
   Primary/Secondary 
   College/University 
Ownership House ownership Nominal (Binary) Tenant = 0, Owner = 1 
Treatment Water treatment at home Nominal (Binary) No = 0, Yes = 1 
Community Participation in local community and use of water managed by community Nominal No participation: Reference group 
   No community water 
   Use community water 

aPW, Piped water; GW, Groundwater, TK, Tanker water.

bOnly GW/GW and PW.

cOnly TK/TK and PW.

dGW and TK/GW, TK and PW.

In the Kathmandu Valley, the main water sources are piped water, groundwater, tanker water and jar water. Groundwater recharge is higher during the wet season (1.949 million-cubic metres: MCM) than during the dry season (1.052 MCM) (Lamichhane & Shakya 2020). The unit cost for using groundwater (0.18 USD/cubic metre) is estimated to be significantly cheaper than that for using tanker water (2.22 USD/cubic metre) (Ojha et al. 2018). Some households use rainwater, neighbour's piped water, neighbour's well water, river/lake/pond water, public well water, spring water and stone spout water. Interviewers asked households about their water consumption (in L) per day for each source separately, referring to the size of containers habitually used in the household, and the amount divided by the number of people in the household was determined as the water consumption LPCD. The sum of water consumption from different sources was considered as the total water consumption, a dependent variable.

Independent variables were established for both physical and non-physical characteristics based on Ito et al. (2021). As physical factors, ‘source’ and ‘supply time’ were identified. ‘Source’ consisted of four categories: households using only piped water, groundwater (and piped water), tanker water (and piped water) and groundwater and tanker water (and piped water). ‘Supply time’ was the hours per week that piped water was supplied. In addition, ‘No. of families’, ‘Wealth status’, ‘Head education’, ‘Ownership’, ‘Treatment’ and ‘Community’ were identified as non-physical factors. The number of members in the respondent's family was indicated by ‘No. of families’ and this variable was not included in Ito et al. (2021). ‘Wealth status’ was determined by constructing a wealth index based on 16 household asset possessions (e.g. television, bicycle, car and refrigerator) (Cordova 2009). The wealth index was calculated by weighing each asset identified via principal component analysis. The wealth index reflects a household's long-term economic situation. Based on the wealth index, households were categorised into five quintiles: lowest/lower/medium/higher/highest (Shrestha et al. 2017). ‘Head education’ consists of three categories based on the level of education attained by the household head: no education, primary or secondary school and college or university. ‘Ownership’ (i.e. house owner/tenant) was also considered. ‘Treatment’ consists of two categories: with/without water treatment regardless of the method of treatment. ‘Community’ consists of three categories: no participation (in the local community), no community water (household participates in the local community but does not use water stored and managed by the community), and use community water (household participates in the local community and uses water stored and managed by the community), whereas the variable in our previous report consisted of two categories. Correlations between independent variables have been confirmed to avoid the problem of multicollinearity during linear regression analysis (Supplementary Material, Table S1). Although the storage of piped water and/or groundwater (yes/no) is one of the coping strategies, it was not included as an independent variable because it was strongly correlated with ‘source’. In addition, though the caste system may be one of the explanatory variables, it was not included in this analysis because of the inequivalent sample sizes among the four categories. Instead, the ‘wealth status’ variable is included to consider characteristics of the caste system.

Data from households that did not completely answer all questions related to water consumption and the above eight were excluded from the analysis. Because only three households responded completely in Phase 1, supply area 9 was excluded from the analysis. As a result, the data collected from 732, 833 and 860 of 992 households in Phases 1, 2 and 3, respectively, were used in the analysis. The number of samples in each area is described in Table 2.

Table 2

Number of households in each supply area

Supply areaPhase 1Phase 2Phase 3
158 181 178 
47 47 49 
141 143 153 
203 257 256 
83 89 94 
68 60 75 
29 29 
24 27 26 
9a 20 18 
Total (area1 ∼ 8) 732 833 860 
Supply areaPhase 1Phase 2Phase 3
158 181 178 
47 47 49 
141 143 153 
203 257 256 
83 89 94 
68 60 75 
29 29 
24 27 26 
9a 20 18 
Total (area1 ∼ 8) 732 833 860 

aSupply area 9 was excluded in the analysis.

Hierarchical linear regression model

Ito et al. (2021) determined the variables for the regression analysis. However, our previous model was not able to consider the effects of water supply areas. This study builds on the model developed by Ito et al. (2021) the model by considering the random effect of water supply area using an HLM, a two-level linear model of households and supply areas, composed of the following four sub-models:

Model 1: Null model

The null model was used to judge whether the HLM applies to this study. The null model excluded independent variables, as shown in the following equation:
formula
(1)
where yij represents the dependent variable y for level 1 (household level) unit i nested in level 2 (supply area level) unit j; β0j represents a level 1 intercept (the mean y of supply area j); eij represents the residual or unexplained variance of y for level 1 around the mean of supply area j; γ00 represents the mean of the means of y for each supply area; u0j represents the variance of the mean for each supply area around the overall mean y.
Consequently, the intra-class correlation coefficient (ICC) can be calculated using Equation (2). The ICC is the ratio of variance in the dependent variable that is explained by the grouping structure of the hierarchical model. It is computed as a ratio of group-level error variance to the total error variance. The ICC ranges from 0 to 1, and there will be intra-class similarities if it is high. Dyer et al. (2005) and Muthen (1997) concluded that when the ICC ranged from 0.10 to 0.26 and 0.13 to 0.18, respectively, there was a sufficient between-group variation to statistically justify the use of multilevel analyses. In this study, the HLM was considered applicable when the ICC was greater than 0.10:
formula
(2)
where τ00 = u0j = variance at level 2; σ2 = eij = variance at level 1.

Model 2: Random intercept model (non-random slope)

This model considered the variance of the intercept between supply areas and assumed that the regression coefficients (slopes) for each variable are equal in all supply areas, as shown in the following equation:
formula
(3)

Model 3: Random slope model (non-intercept slope)

This model did not assume a random intercept effect and contained random slopes for all explanatory variables, allowing the regression coefficient to vary by supply area. Model 3 is expressed by the following equation:
formula
(4)

Model 4: Random intercept and random slope model

In this model, a random intercept and slope for all explanatory variables were included. Model 4 is expressed by the following equation:
formula
(5)

Several patterns with and without the random effect of the intercept and slopes for each explanatory variable were tested on the basis of the above models. The model with lower values of Akaike's information criterion and Schwarz's Bayesian information criterion was considered to be the model most suitable for the data.

Statistical analysis

Comparisons using the Games–Howel test or Tukey's honestly significant difference (HSD) test were used to examine the difference in water consumption of each water source among the three phases. Welch's analysis of variance (ANOVA) was performed to confirm the difference in the water consumption among the water supply areas. The correlation between continuous variables and between continuous and nominal variables was assessed using the Pearson correlation coefficient (PCC), and the correlation between nominal variables was assessed using Cramer's V. The correlation was considered strong when the PCC exceeded 0.7 (Dancey & Reidy 2007) and Cramer's V exceeded 0.5. The regression coefficient and significance levels calculated using the HLM were used to show the impact of the selected factors on individual water consumption. The significance level was set at <0.05 for all statistical analyses.

Ethical considerations

The ethical review board of the University of Yamanashi and the Nepal Health Research Council reviewed and approved the study protocol, with application number 1 (28 November 2014) and 262/2014 (18 January 2015), respectively (Shrestha et al. 2017). The participants were informed about the objectives and procedures of the study, and their voluntary participation was requested. The anonymity and confidentiality of the participants were ensured. Those who agreed to the terms and conditions signed an informed consent form. During the interview, participants could skip questions and withdraw from the study at any time.

Water consumption in each source

Figure 3 shows the mean water consumption for the total and each water source. During the baseline period, the total water consumption was 91 LPCD, with groundwater consumption being the highest (38 LPCD), followed by piped water (31 LPCD), tanker water (15 LPCD) and jar water consumption (3.7 LPCD). Comparing the baseline period with the wet season (Phase 3), groundwater consumption significantly increased, whereas tanker water and piped water consumption significantly decreased. However, the total water consumption in the dry and wet seasons was not significantly different. Comparing the baseline period with the period after the earthquake (Phase 2), the consumption of groundwater and tanker water did not change, whereas the total water consumption significantly decreased by approximately 20 LPCD with a significant decrease in piped water consumption.
Figure 3

Mean of water consumption (LPCD) for total and each water source in three phases. Different letters (a, b and c) indicate that the mean difference between periods is significant at 0.01 by multiple comparisons using Games–Howell test in Total, Pipe, Tanker, Jar and others and by multiple comparisons using Tukey's HSD test in Ground (modified from Ito et al. (2021) by adding the source ‘Others’ and excluding ‘Area 9’).

Figure 3

Mean of water consumption (LPCD) for total and each water source in three phases. Different letters (a, b and c) indicate that the mean difference between periods is significant at 0.01 by multiple comparisons using Games–Howell test in Total, Pipe, Tanker, Jar and others and by multiple comparisons using Tukey's HSD test in Ground (modified from Ito et al. (2021) by adding the source ‘Others’ and excluding ‘Area 9’).

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Water consumption in each area

Figure 4 shows the mean total water consumption during the baseline period and the changes in water consumption in each supply area before and after the earthquake and during the dry and wet seasons. During the baseline period, there was a regional disparity in water consumption, ranging from 16 to 158 LPCD (Welch's ANOVA: p < 0.001). Comparing the baseline period with the wet season, water consumption decreased, except for supply areas 5, 7 and 8, and the reduction varied from 57 to 0.8 LPCD depending on the supply area (Welch's ANOVA: p < 0.001). Comparing the baseline period with the period after the earthquake, water consumption decreased, except for supply area 6, and the reduction varied from 74 to 0.6 LPCD depending on the supply area (Welch's ANOVA: p < 0.001). The impact of the earthquake on water consumption in each supply area was inconsistent with the earthquake damage to the water supply infrastructure, as reported by Thapa et al. (2016).
Figure 4

Total water consumption in each supply area and their changes before and after the earthquake and during dry and wet seasons.

Figure 4

Total water consumption in each supply area and their changes before and after the earthquake and during dry and wet seasons.

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Relationship between factors and water consumption

Table 3 shows the result of the null model for each phase, and the ICC was 0.24, 0.17 and 0.21 in Phases 1, 2 and 3, respectively. All of ICC values were greater than the criterion (0.1) for all periods and it was confirmed that the undetected bias from random effects of intercept and slope described below was removed. The results of the best model for each phase are shown in Table 4.

Table 3

Result of null model and ICC

Phase 1Phase 2Phase 3
Fixed effect    
 Intercept (r0093**(58, 129) 66**(40, 92) 91**(69, 113) 
Variance component    
 Residual (eij5,454** 4,324** 2,574** 
 Intercept (u0j1,760 901 704 
ICC 0.24 0.17 0.21 
Phase 1Phase 2Phase 3
Fixed effect    
 Intercept (r0093**(58, 129) 66**(40, 92) 91**(69, 113) 
Variance component    
 Residual (eij5,454** 4,324** 2,574** 
 Intercept (u0j1,760 901 704 
ICC 0.24 0.17 0.21 

*p-value < 0.05, **p-value < 0.01.

The number in parentheses: Lower and upper bound of 95% confidence interval for regression coefficients.

Table 4

Relationship between different factors and water consumption considering the effect of supply area (HLM)

Phase 1Phase 2Phase 3
β (95% CI)β (95% CI)β (95% CI)
Fixed effect    
Intercept 81** (52, 110) 69**(47, 91) 91**(66, 115) 
Source    
 PW Ref.   
 GW(+PW) 53**(33, 73) 42**(24, 60) 31**(10, 52) 
 TK(+PW) 26*(4.3, 48) 56**(34, 79) 11 (−18, 40) 
 GW + TK(+PW) 97**(73, 121) 133**(109, 156) 73**(49, 97) 
Supply time 0.10 (−0.53, 0.73) −0.23 (−2.6, 2.1) −2.7*(−5.0, −0.35) 
No. of families −8.9**(−12, −5.4) −10**(−12, −6.9) −7.3**(−9.0, −5.6) 
Wealth status    
 Lowest Ref.   
 Lower 10 (−11, 31) 6.3 (−6.2, 19) 0.73 (−9.1, 11) 
 Medium 19 (−2.4, 41) 10 (−2.4, 23) −2.4 (−12, 7.4) 
 Higher 32**(11, 54) 5.2 (−7.5, 18) −0.92 (−11, 9.2) 
 Highest 22 (−0.46, 44) 5.5 (−7.0, 18) 4.0 (−5.8, 14) 
Education    
 No education Ref.   
 Primary/Secondary −1.9 (−20, 17) −7.7 (−19, 3.3) 4.5 (−4.2, 13) 
 College/University 3.9 (−16, 23) −0.90 (−15, 13) 1.2 (−10, 12) 
Ownership    
 Tenant Ref.   
 Owner 10 (−0.93, 21) −3.3 (−13, 6.0) 14**(6.7, 22) 
Treatment    
 No Ref.   
 Yes −8.4 (−21, 4.3) −8.3 (−25, 8.2) −6.7 (−26, 13) 
Community    
 No participation Ref.   
 No community water 16 (−3.3, 36) 13*(2.1, 23) 3.5 (−4.9, 12) 
 Use community water −9.2 (−38, 20) 24*(5.7, 43) 5.6 (−21, 32) 
Variance component    
 Residual 3,962** 3,105** 1,968** 
 Intercept and/or slope 324** 274* 430* 
Criteria    
 AIC 8,251 9,097 9,056 
 BIC 8,334 9,182 9,142 
Phase 1Phase 2Phase 3
β (95% CI)β (95% CI)β (95% CI)
Fixed effect    
Intercept 81** (52, 110) 69**(47, 91) 91**(66, 115) 
Source    
 PW Ref.   
 GW(+PW) 53**(33, 73) 42**(24, 60) 31**(10, 52) 
 TK(+PW) 26*(4.3, 48) 56**(34, 79) 11 (−18, 40) 
 GW + TK(+PW) 97**(73, 121) 133**(109, 156) 73**(49, 97) 
Supply time 0.10 (−0.53, 0.73) −0.23 (−2.6, 2.1) −2.7*(−5.0, −0.35) 
No. of families −8.9**(−12, −5.4) −10**(−12, −6.9) −7.3**(−9.0, −5.6) 
Wealth status    
 Lowest Ref.   
 Lower 10 (−11, 31) 6.3 (−6.2, 19) 0.73 (−9.1, 11) 
 Medium 19 (−2.4, 41) 10 (−2.4, 23) −2.4 (−12, 7.4) 
 Higher 32**(11, 54) 5.2 (−7.5, 18) −0.92 (−11, 9.2) 
 Highest 22 (−0.46, 44) 5.5 (−7.0, 18) 4.0 (−5.8, 14) 
Education    
 No education Ref.   
 Primary/Secondary −1.9 (−20, 17) −7.7 (−19, 3.3) 4.5 (−4.2, 13) 
 College/University 3.9 (−16, 23) −0.90 (−15, 13) 1.2 (−10, 12) 
Ownership    
 Tenant Ref.   
 Owner 10 (−0.93, 21) −3.3 (−13, 6.0) 14**(6.7, 22) 
Treatment    
 No Ref.   
 Yes −8.4 (−21, 4.3) −8.3 (−25, 8.2) −6.7 (−26, 13) 
Community    
 No participation Ref.   
 No community water 16 (−3.3, 36) 13*(2.1, 23) 3.5 (−4.9, 12) 
 Use community water −9.2 (−38, 20) 24*(5.7, 43) 5.6 (−21, 32) 
Variance component    
 Residual 3,962** 3,105** 1,968** 
 Intercept and/or slope 324** 274* 430* 
Criteria    
 AIC 8,251 9,097 9,056 
 BIC 8,334 9,182 9,142 

*p-value < 0.05, **p-value < 0.01.

β, regression coefficient.

CI, confidence interval for β.

The number in parentheses: lower and upper bound of 95% CI.

Grey background: assuming a random effect.

PW, piped water; GW, groundwater; TK, tanker water.

During the baseline period, the best models had a random intercept and random slopes for source, wealth status, head education and community. Households using multiple water sources significantly consumed more water than those using only piped water. In addition, households with a higher wealth status tended to consume more water. On the other hand, households with many family members used less water per person. The other independent variables, namely, supply time, head education, ownership, treatment and community, are not associated with water consumption.

During the wet season, in Phase 3, the best models had a random intercept and random slopes for source and treatment. Compared with the baseline period, there was no significant difference between households using only piped water and tanker water (and piped water). Furthermore, supply time and ownership were strongly associated with water consumption, whereas no association between wealth status and water consumption was observed.

After the earthquake, in Phase 2, the best models had random slopes for source and treatment. Compared with the baseline period, the significant association of wealth status with water consumption disappeared, whereas that of a community with water consumption appeared. Households participating in the local community significantly consume more water, especially when the water being used was managed by the community.

The association of water consumption with water sources was consistent with the findings in Ito et al. (2021). Therefore, the results of this study emphasised that diversifying water sources is an effective strategy for obtaining water even during an emergency. Securing multiple water sources was effective for obtaining water volume because of the limited water from each source. After the earthquake, the accessibility of water sources was severely interrupted by the break of underground water supply pipes, destruction of wells and obstruction of tanker water distribution due to road collapses. However, households with multiple water sources were able to rely on another source when the availability of one water source decreased. External supports such as the construction of new wells and improvement of roads for portable water are options for policy makers to enable diversification of water sources. The random slope for supply time was not considered for all phases and the association of water consumption with supply time was consistent with our previous report (Ito et al. 2021).

The association that households with many family members consumed less water per person regardless of the supply area is consistent with previous reports (Keshavarzi et al. 2006; Fan et al. 2013). This study found that rationing water within the household was an effective water conservation strategy, even after the earthquake. Households with higher wealth status tended to consume more water during the baseline period. However, this association was not observed, and there was no difference in the association between water supply areas in Phases 2 and 3. This could be due to the sufficiency of water during the wet season, which is a common phenomenon, and the equal restrictions on market water distribution due to the earthquake in all wealth statuses. The education of the household head was not associated with water consumption, and this result is inconsistent with previous reports (Fan et al. 2013; Ito et al. 2021). Our study confirmed that house owners consumed more water only during the wet season, and this difference was due to groundwater consumption (t-test: p < 0.01). There is a possibility that house owners preferentially use groundwater and tenants can only use a limited amount of it and this gap is particularly notable during the wet season when groundwater recharge is larger. The random slope for treatment was considered only after the earthquake because the earthquake likely caused regional differences in the affordability of water treatment kits. The significant association between water consumption and treatment was not confirmed throughout the three periods – contrary to the result of Ito et al. (2021). Households typically treat water only for drinking; therefore, water treatment does not influence total water consumption.

Community involvement was significantly associated with water consumption only during an emergency (Phase 2). According to a previous report (Bisung & Elliott 2014), the interaction among community members influences their ability to collectively formulate and enforce rules for managing water and sanitation facilities. In addition, social cohesion may influence the ability to enforce and/or reinforce group or social norms for positive health behaviours (McNeill et al. 2006). During an emergency, when water supply and distribution of market water were restricted, community cohesion might have been strengthened in many communities, and residents actively shared water and water-related information. In addition, earthquake damage to stored and managed water may be quickly repaired by community members. Therefore, residents are encouraged to participate in the local community to enable using water stored and managed by the community and introducing compact water treatment systems (Shrestha et al. 2019) that are decentralised and managed by residents is one of the effective measures.

This study identified factors associated with individual water consumption in the Kathmandu Valley using data from randomly selected households and the HLM. This approach helps understand the situation in regions where water use is diverse due to intermittent water supply. Analysis of coping strategies can be improved using more detailed information about water storage such as tank type and size and frequency of water delivery/collection (e.g. via rainfall, via groundwater, via tanker, etc.). Furthermore, the impact of buying water, which was not included as a variable because less than 8% of households used only market water, can be confirmed using water-related expense data. Information about the details of the community (i.e. activity and frequency of activity) is required to evaluate the process of increasing water consumption through community involvement. In addition, the earthquake's damage to the piped water system persisted until Phase 3, as shown in Figure 3; thus, data collected during an ordinary wet season should be used to more accurately confirm the impact of the ‘seasonality’.

The physical (i.e. water source and supply time) and non-physical (i.e. number of families, wealth status, education for household head, house ownership, water treatment and community involvement) factors associated with individual water consumption throughout the Kathmandu Valley were confirmed using the HLM. The main findings of this study were: (1) households using many water sources consumed more water regardless of supply area, (2) households with many family members used less water per person, (3) during an emergency, households participating in the local community consumed more water than households not participating in the community, especially when the water being used was managed by the community.

We thank the interviewers for their hard work and the questionnaire respondents for their cooperation. We would like to thank The Small Earth Nepal (SEN) for conducting the survey. This study was partially supported by the Science and Technology Research Partnership for Sustainable Development (SATREPS) funded by Japan International Cooperation Agency (JICA)/Japan Science and Technology Agency (JST), Solution-Driven Co-creative R&D Program for SDGs (SOLVE for SDGs) funded by JST RISTEX (JPMJRX21I7), and Grants-in-Aid for Scientific Research funded by JSPS (JP21J14179).

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

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