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Titlebook: Computational Hydraulics; An Introduction Cornelis B. Vreugdenhil Textbook 1989 Springer-Verlag Berlin Heidelberg 1989 Software.algorithm.c

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樓主: 哪能仁慈
21#
發(fā)表于 2025-3-25 03:42:11 | 只看該作者
22#
發(fā)表于 2025-3-25 09:20:23 | 只看該作者
Salt Intrusion in Estuaries,ation; however, this concentration varies in longitudinal direction. This is called the well-mixed case. The salt concentration is now governed by the convection-diffusion equation (11.4) with two complications:
23#
發(fā)表于 2025-3-25 13:47:34 | 只看該作者
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發(fā)表于 2025-3-25 19:43:18 | 只看該作者
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發(fā)表于 2025-3-26 04:56:25 | 只看該作者
Numerical Solution for Box Model,ow or the waste discharge varies in an arbitrary way, this is no longer so. Moreover, in many applications of box models the equations will not be so nicely linear. In general, you will need numerical techniques and these can be illustrated very well for the water quality example.
28#
發(fā)表于 2025-3-26 11:31:23 | 只看該作者
Transport of a Dissolved Substance,ected. This is not very realistic, but you will find more about that in later chapters. The consequence is that the substance is carried with the packet of water in which it was discharged, see Fig. 4.1. If the discharge takes a time ., the length of the packet is ., where . is the flow velocity. Af
29#
發(fā)表于 2025-3-26 15:23:07 | 只看該作者
30#
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