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Table 4 Results obtained from K and kw for pipelines of different diameter and flow velocity

From: Modeling of residual chlorine in a drinking water network in times of pandemic of the SARS-CoV-2 (COVID-19)

Diameter
mm
Velocity (m s− 1) kb
(h− 1)
K
(h− 1)
kf
(m h− 1)
kw
(m h− 1)
kw
(m d− 1)
250 1.43 0.16 0.226 0.19 0.0046 0.11
200 1.09 0.16 0.222 0.15 0.0034 0.082
200 0.675 0.16 0.219 0.10 0.0033 0.080
160 1.51 0.16 0.271 0.21 0.0048 0.11
110 0.10 0.16 0.157 0.020 0.00004 0.0010
63 0.11 0.16 0.159 0.023 0.0001 0.0015