HYDRODYNAMICS BALANCE OF THE SKAWA RIVER WITHIN ...
HYDRODYNAMICS BALANCE OF THE SKAWA RIVER WITHIN ... HYDRODYNAMICS BALANCE OF THE SKAWA RIVER WITHIN ...
ACKNOWLEDGEMENT The project was realized in the cooperation of Agricultural University of Cracow and University of Mississippi under the research program USPTTP02 CAU. LITERATURE Graf H., 1980. Hydraulics of sediment transport. McGraw-Hill, London. Thomas D., Gouide A., 2000. The dictionary of physical geography. Oxford, Blackwell. Uvarov E., Isaac A., 1986. Dictionary of Science. Penquin. Books, London. Khan A.A., 2003. CCHE2D-GUI – Graphical User Interface for the CCHE2D Model, User’s Manual – Version 2.0, Technical Report, National Center for Computational Hydroscience and Engineering, The University of Mississippi, USA Zhang Y., Jia Y., 2002. CCHE2D Mesh Generator and User’s Manual (v 2.00), Technical Report No NCCHE-TR-2002-5, National Center for Computational Hydroscience and Engineering, The University of Mississippi, USA Wu. W. 2001., CCHE2D Sediment Transport Model (Version 2.1), Technical Report No NCCHE-TR-2001-3, National Center for Computational Hydroscience and Engineering, The University of Mississippi, USA Bartnik W., Ksiazek L., Michalik A., Radecki-Pawlik A., Struzynski A., 2004. Modeling of fluvial processes along a reach of the Skawa River using CCHE2D software, 12 th International Conference on Transport and Sedimentation of Solid Particles, Wroclaw, Poland Wołoszyn J., Czamara W., Eliasiewicz R., Krezel J., 1994. Mountain River and Streams training, Wyd. AR we Wrocławiu, 14-76 (in Polish) Jia Y., Wang S.S.Y., 2001. CHE2D:Two-dimensional Hydrodynamic and Sediment Transport Model For Unsteady Open Channel Flows Over Loose Bed, Technical Report No. NCCHE-TR-2001-1, National Center for Computational Hydroscience and Engineering, The University of Mississippi, USA
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- Page 3 and 4: The mean value of shape factor SF=0
- Page 5 and 6: Cross-section XIV-XIV Fig. 1. Simul
- Page 7: As a criterion of incipient motion
ACKNOWLEDGEMENT<br />
The project was realized in the cooperation of Agricultural University of Cracow and<br />
University of Mississippi under the research program USPTTP02 CAU.<br />
LITERATURE<br />
Graf H., 1980. Hydraulics of sediment transport. McGraw-Hill, London.<br />
Thomas D., Gouide A., 2000. The dictionary of physical geography. Oxford, Blackwell.<br />
Uvarov E., Isaac A., 1986. Dictionary of Science. Penquin. Books, London.<br />
Khan A.A., 2003. CCHE2D-GUI – Graphical User Interface for the CCHE2D Model,<br />
User’s Manual – Version 2.0, Technical Report, National Center for<br />
Computational Hydroscience and Engineering, The University of Mississippi,<br />
USA<br />
Zhang Y., Jia Y., 2002. CCHE2D Mesh Generator and User’s Manual (v 2.00),<br />
Technical Report No NCCHE-TR-2002-5, National Center for Computational<br />
Hydroscience and Engineering, The University of Mississippi, USA<br />
Wu. W. 2001., CCHE2D Sediment Transport Model (Version 2.1), Technical Report No<br />
NCCHE-TR-2001-3, National Center for Computational Hydroscience and<br />
Engineering, The University of Mississippi, USA<br />
Bartnik W., Ksiazek L., Michalik A., Radecki-Pawlik A., Struzynski A., 2004. Modeling<br />
of fluvial processes along a reach of the Skawa River using CCHE2D software,<br />
12 th International Conference on Transport and Sedimentation of Solid Particles,<br />
Wroclaw, Poland<br />
Wołoszyn J., Czamara W., Eliasiewicz R., Krezel J., 1994. Mountain River and Streams<br />
training, Wyd. AR we Wrocławiu, 14-76 (in Polish)<br />
Jia Y., Wang S.S.Y., 2001. CHE2D:Two-dimensional Hydrodynamic and Sediment<br />
Transport Model For Unsteady Open Channel Flows Over Loose Bed, Technical<br />
Report No. NCCHE-TR-2001-1, National Center for Computational<br />
Hydroscience and Engineering, The University of Mississippi, USA