Why are greenfield flow rates used for setting the limit of discharge and why is the default flow rate 3 l/s/ha? Read more about Why are greenfield flow rates used for setting the limit of discharge and why is the default flow rate 3 l/s/ha?
What is the ‘total site area’, ‘non-contributing area’ and ‘contributing area’ within the surface water storage volume design tool? Read more about What is the ‘total site area’, ‘non-contributing area’ and ‘contributing area’ within the surface water storage volume design tool?
What are the ‘betterment’ and ‘relaxation’ methods provided for previously developed sites? Read more about What are the ‘betterment’ and ‘relaxation’ methods provided for previously developed sites?
What limiting discharge flow rate should be used for previously developed sites? Read more about What limiting discharge flow rate should be used for previously developed sites?
Does the estimation of the greenfield runoff rate take into account steep sites? Read more about Does the estimation of the greenfield runoff rate take into account steep sites?
What is Qmed and the FEH statistical equation? Read more about What is Qmed and the FEH statistical equation?