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"NASA Technical Reports Server (NTRS) 19990019484: The Space-Time Conservation Element And Solution Element Method: A New High-Resolution And Genuinely Multidimensional Paradigm For Solving Conservation Laws. 1; The Two Dimensional Time Marching Schemes" and the language of the book is English.


“NASA Technical Reports Server (NTRS) 19990019484: The Space-Time Conservation Element And Solution Element Method: A New High-Resolution And Genuinely Multidimensional Paradigm For Solving Conservation Laws. 1; The Two Dimensional Time Marching Schemes” Metadata:

  • Title: ➤  NASA Technical Reports Server (NTRS) 19990019484: The Space-Time Conservation Element And Solution Element Method: A New High-Resolution And Genuinely Multidimensional Paradigm For Solving Conservation Laws. 1; The Two Dimensional Time Marching Schemes
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  • Language: English

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  • Internet Archive ID: NASA_NTRS_Archive_19990019484

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A new high resolution and genuinely multidimensional numerical method for solving conservation laws is being, developed. It was designed to avoid the limitations of the traditional methods. and was built from round zero with extensive physics considerations. Nevertheless, its foundation is mathmatically simple enough that one can build from it a coherent, robust. efficient and accurate numerical framework. Two basic beliefs that set the new method apart from the established methods are at the core of its development. The first belief is that, in order to capture physics more efficiently and realistically, the modeling, focus should be placed on the original integral form of the physical conservation laws, rather than the differential form. The latter form follows from the integral form under the additional assumption that the physical solution is smooth, an assumption that is difficult to realize numerically in a region of rapid chance. such as a boundary layer or a shock. The second belief is that, with proper modeling of the integral and differential forms themselves, the resulting, numerical solution should automatically be consistent with the properties derived front the integral and differential forms, e.g., the jump conditions across a shock and the properties of characteristics. Therefore a much simpler and more robust method can be developed by not using the above derived properties explicitly.

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