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Copy file name to clipboardExpand all lines: Manuals/FDS_Verification_Guide/FDS_Verification_Guide.tex
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@@ -1596,6 +1596,31 @@ \subsection{1-D Flow in a Tunnel (\texorpdfstring{\ct{tunnel_linear_cp}}{tunnel\
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\label{tunnel_linear_cp_plots}
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\end{figure}
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\FloatBarrier
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\section{Discharge Coefficient}
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\label{thick_orifice}
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A useful way to assess the way the model handles velocity boundary conditions at corners is to examine flows through an orifice. Consider a 2~m square duct with a 1~m square orifice. The orifice is $l=0.4$~m wide and has a hydraulic diameter $D_{\rm h}=1$~m. A uniform flow of $w_1=0.5$~m/s is pushed through the duct. According to an empirical correlation presented in Diagram~4-15 of the Handbook of Hydraulic Resistance by Idelchik~\cite{Idelchik:1}, the pressure rise behind the orifice is given by
where $\zeta_1=27.4$ and the density of air is $\rho=1.195$~kg/m$^3$. Figure~\ref{fig:thick_orifice} displays the pressure along the duct, where the flow is from left to right.
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