deletions | additions       diff --git a/section_Methodology_subsection_Site_Selection__.tex b/section_Methodology_subsection_Site_Selection__.tex  index d5f62bd..16caab2 100644  --- a/section_Methodology_subsection_Site_Selection__.tex  +++ b/section_Methodology_subsection_Site_Selection__.tex 
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SE-Svenshogs-NorraGrans-2 & Suburban residential & Low & 7.5 & 16.5 & 176.9 veh/h/ln & & Approach \& exit \\  & & & & & & &   \end{tabular}  \end{table} The flow ratio is defined as  \begin{equation} \label{eqn:flow_ratio} Flow ratio=\frac{Q_{app}-Q_{conf}}{Q_{app}+Q_{conf}} \end{equation}  where $Q_{app}$ is the total flow rate at the approach and $Q_{conf}$ is the total conflicting flow (in the roundabout lanes at the beginning of the merging zone).