Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex =================================================================== diff -u -r2116 -r2221 --- DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex (.../UseWBIPipingKernel.tex) (revision 2116) +++ DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex (.../UseWBIPipingKernel.tex) (revision 2221) @@ -1,8 +1,5 @@ \chapter{Use of WBI piping kernel} \label{sec:UseWBIPipingKernel} -Functional designs -The functional design of the WBI piping kernel is described in \citep{PipingKernel_FunctionalDesign}. - The WBI use of the piping kernel consists of three sub failure mechanisms: uplift, heave and backward erosion. The complete calculation is done by: \begin{enumerate} @@ -27,7 +24,7 @@ \begin{tabular}{|p{20mm}|p{20mm}|p{50mm}|p{50mm}|} \hline \textbf{Symbol}& \textbf{Unit} & \textbf{Description} & \textbf{Value in DAM} \\ \hline h$_{exit}$ & m & phreatic level at the exit point (above reference level NAP) & calculated, see \autoref{sec:PiezHeadUpliftLocation} \\ \hline -$\Phi _{polder}$ & m & piezometric head in the hinterland (above reference level NAP) & \\textcolor[rgb]{0.65,0.16,0}{HeadPl2}\ \\ \hline +$\Phi _{polder}$ & m & piezometric head in the hinterland (above reference level NAP) & \\HeadPl2 \ \\ \hline $\Phi _{exit}$ & m & piezometric head at the exit point (above reference level NAP) & calculated, see \autoref{sec:PiezHeadUpliftLocation} \\ \hline r$_{exit}$ & & damping factor at the exit point & calculated, see \autoref{sec:PiezHeadUpliftLocation} \\ \hline m$_{u}$ & - & model factor uplift & ? \\ \hline @@ -126,19 +123,3 @@ \end{itemize} - -\section{Piezometric head and uplift location}\label{sec:PiezHeadUpliftLocation} -The kernel needs the piezometric head in the aquifer. Herefore the demping factor r$_{toe}$ is required input. This is the damping factor defined by formula 3.1 in functional design kernel. In the WBI software this is an user defined input paramater. In DAM r$_{toe}$ can be calculated from the DAM input \textit{\textcolor[rgb]{0.65,0.16,0}{DampingFactorPl3}} (or \textit{\textcolor[rgb]{0.65,0.16,0}{DampingFactorPl4}} if PL4 is present): - -if PL2 and Phi polder are not the same -\begin{align} \label{eq_dempingsfactor}r_{toe}= \frac{(h- (\textit{\textcolor[rgb]{0.65,0.16,0}{DampingFactorPl3}} * (h - \textit{\textcolor[rgb]{0.65,0.16,0}{HeadPl2}})))-\Phi _{polder}}{ h - \Phi _{polder}} -r_{toe} = 1 - \textit{\textcolor[rgb]{0.65,0.16,0}{DampingFactorPl3}} -\end{align} - -In the WBI piping kernel is an assumption made for the distribution ot the piezomeric head in the aquifer at different x locations. This requires a leakage length $\lambda$. This is a user defined parameter (new to DAM). -Parameter used in DAM is \textit{\textcolor[rgb]{0.65,0.16,0}{SlopeDampingPiezometricHeightPolderSide}}. remark Irene (2-5-2018): Perhaps it is an option to calculate the leakage length from this parameter to avoid adding new parameters to DAM. This belongs to the extended version of the WBI-piping connection, as adaption in the UI is needed. - - -\section{Determination of soil parameters}\label{sec:DeterminationSoilParameters} -DAM already provides soil related parameters such as thickness of cover layer, position aquifer,etc. for the DAM piping calculations. -These schematisations are also used for the WBI-piping kernel. Index: DamEngine/trunk/doc/Dam Engine - Functional Design/FODAMPipingKernel.tex =================================================================== diff -u -r2220 -r2221 --- DamEngine/trunk/doc/Dam Engine - Functional Design/FODAMPipingKernel.tex (.../FODAMPipingKernel.tex) (revision 2220) +++ DamEngine/trunk/doc/Dam Engine - Functional Design/FODAMPipingKernel.tex (.../FODAMPipingKernel.tex) (revision 2221) @@ -1,9 +1,11 @@ %to be translated -\chapter{Functioneel Ontwerp DAM piping kernel} +\chapter{Piping} \label{sec:FODAMPipingKernel} -Voor piping kan gekozen worden uit 3 opties: + +Voor piping kan gekozen worden uit de volgende opties: + \begin{enumerate} \item Sellmeijer 4 krachten model \item Sellmeijer (VNK) Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.pdf =================================================================== diff -u -r2220 -r2221 Binary files differ