Numerical Solution of Flood Prediction And River Regulation Problems Report Ii
Numerical Solution of Flood Prediction And River Regulation Problems Report Ii
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In our eReader you can find the full English version of the book. Read Numerical Solution of Flood Prediction And River Regulation Problems Report Ii Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Numerical Solution of Flood Prediction And River Regulation Problems Report Ii
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To quickly assess the difficulty of the text, read a short excerpt:
Such self-checking by changing intervals can be coded into an automatic procedure for computation.
(e) The "staggered" scheme introduced additional diff iciilties for the computation of boundary values (in contrast with the rectangular schemes) . This trouble was emphasized in the computation at the boiindary of Regions III and IV (smaller A^x intervals were used in Region III). Our plan to use the stage gaging stations as net points would be simpler to code with a rectangular scheme; and would... not reaulre any special treatment at the boundaries.
(f) Iffe have yet to investigate the possibility of using "implicit" finite difference methods--which may permit the use of larger time steps--at the extra cost of using r. Ore complicated procedures to solve the equations at each time step.
(g) The linearized theory, obtained for a small perturbation about the uniform flov/ with 20 ft. Depth, did not give an accurate dsscrlDtion of the solution of our problem. We compared the stage profiles rsredicted by the linear theory and those calculated from the non-linear equations.
What to read after Numerical Solution of Flood Prediction And River Regulation Problems Report Ii?
You can find similar books in the "Read Also" column, or choose other free books by Eugene Isaacson to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Such self-checking by changing intervals can be coded into an automatic procedure for computation.
(e) The "staggered" scheme introduced additional diff iciilties for the computation of boundary values (in contrast with the rectangular schemes) . This trouble was emphasized in the computation at the boiindary of Regions III and IV (smaller A^x intervals were used in Region III). Our plan to use the stage gaging stations as net points would be simpler to code with a rectangular scheme; and would... not reaulre any special treatment at the boundaries.
(f) Iffe have yet to investigate the possibility of using "implicit" finite difference methods--which may permit the use of larger time steps--at the extra cost of using r. Ore complicated procedures to solve the equations at each time step.
(g) The linearized theory, obtained for a small perturbation about the uniform flov/ with 20 ft. Depth, did not give an accurate dsscrlDtion of the solution of our problem. We compared the stage profiles rsredicted by the linear theory and those calculated from the non-linear equations.
What to read after Numerical Solution of Flood Prediction And River Regulation Problems Report Ii?
You can find similar books in the "Read Also" column, or choose other free books by Eugene Isaacson to read onlineMoreLess
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