For hydraulic modelling of premise plumbing systems, with its very short pipes, a time step of 1 second is not small enough. For exaple a pipe segment of 20 cm of lead pipe would not be modelled well in EPANET or EPANET-MSX when lead leaching is introduced with typical flow rates in the premise plumbing system.
I would like to request the option to use time steps smaller than 1 second - at least for water quality calculations.
For hydraulic modelling of premise plumbing systems, with its very short pipes, a time step of 1 second is not small enough. For exaple a pipe segment of 20 cm of lead pipe would not be modelled well in EPANET or EPANET-MSX when lead leaching is introduced with typical flow rates in the premise plumbing system.
I would like to request the option to use time steps smaller than 1 second - at least for water quality calculations.