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. 2021 Apr 20;129(4):047012. doi: 10.1289/EHP7804

Table 7.

Multivariable regressions of log lead concentration as a function of log copper, log lead in groundwater, and presence of at least one brass part, controlling for relevant covariates.

Variable Model 1 Model 2 Model 3 Model 4
Adjusted estimate (p-value) Adjusted estimate (p-value) Adjusted estimate (p-value) Adjusted estimate (p-value)
N 212 212 104 51
R2 0.08 0.40 0.55 0.66
Country
 Ghana Ref Ref Ref Ref
 Mali 0.53 (0.30) 0.41 (0.24) 0.84 (0.29)** 1.15 (0.45)*
 Niger 0.78 (0.33)* 0.19 (0.28)
Water system type
 Handpump Ref Ref Ref Ref
 Public tap 0.17 (0.27) 0.42 (0.23) 0.17 (0.38) 1.17 (0.58)*
Age of water system 0.012 (0.012) 0.009 (0.010) 0.001 (0.013) 0.026 (0.028)
Stagnation time 2.23×105 (2.9×104) 6.1×105 (2.4×104) 3.5×104 (0.002) 3.9×104 (0.002)
pH 0.005 (0.004) 0.002 (0.003) 0.024 (0.18) 0.14 (0.26)
Conductivity 0.001 (0.0004)* 4.9×104 (3.1×104) 1.5×104 (3.6×104) 1.3×104 (3.9×104)
Log copper 0.43 (0.04)*** 0.39 (0.05)*** 0.48 (0.09)***
Log lead in flushed samples (groundwater) 0.36 (0.14)* 0.04 (0.21)
1 Brass component 1.34 (0.45)**

Note: All models were run using the regress command in STATA. Model 1 (base model) is a simple linear regression of log lead concentration as a function of country, system type, system age, stagnation time, and water sample pH, and conductivity. Model 2 is based on Model 1 but also controls for log copper concentration in water samples. Model 3 is based on Model 2 but also controls for log lead concentration in flushed groundwater samples from sampled sources. Model 4 is based on Model 3 but includes a dummy variable for the presence of one or more brass components identified in the water system. In each model, the p-value given is the p-value associated with the F-value calculated as the mean square model divided by the mean square residual. In each model, the comparator is designated by the abbreviation Ref. —, not applicable; Ref, referent. *p<0.05; **p<0.01; ***p<0.001.