Changeset 5667
- Timestamp:
- Aug 19, 2008, 9:05:35 AM (15 years ago)
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- 1 edited
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anuga_work/publications/anuga_2007/anuga_validation.tex
r5651 r5667 564 564 565 565 Four tests with different combinations of wave height and wave period 566 were used . Two repititions were of each test were made.566 were used, with each test being repeated once. 567 567 568 568 A variety of measurements were taken during the simulation. The wave … … 572 572 flume were measured using pressure transducers. 573 573 574 Details of the tests performed are given in Table \ref{tab:hinwood 575 test summary}. 574 Details of the tests performed are given in Table \ref{tab:hinwoodSummary}. 576 575 577 576 \begin{table} … … 593 592 594 593 \end{tabular} 595 \label{tab:hinwood test summary}594 \label{tab:hinwoodSummary} 596 595 597 596 \end{center} 598 597 \end{table} 599 598 600 \label{sec:friction} 599 All of these experiments were simulated using ANUGA. The Mid-depth 600 water velocity and wave height measured on the approach section were 601 as boundary conditions for the ANUGA simulations. For both the 602 experimental and simulation results the zero data was the still water 603 line. To quantify the difference between the simulated stage and the 604 experimental stage the Root Mean Square Deviation (RMSD) 605 (\cite{Kobayshi2000}) was used 606 607 \[ 608 RMSD =\sqrt {\frac{1 }{n} \displaystyle\sum_{i=1}^{n}{(x_i - y_i)}^2} 609 \] 610 611 612 \label{sec:Hinwood} 601 613 602 614
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