World Environmental and Water Resources Congress 2018
An Efficient Method to Analyze Mesoscale Hydrodynamic Processes Using a Coordinated Physical/Numerical Modeling Strategy
Publication: World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
ABSTRACT
With significant advancement in computational speed, storage, and graphical visualization, there has been a renewed belief that the need to physically observe hydrodynamic processes in the field and laboratory models is obsolete. This hubris is no more valid today as it was when numerical modelers made advances in the 1970s, 1980s, and 1990s. Analysis of complex flow problems must regard these two approaches as complimentary, not exclusionary. Any river project, regardless of size, can have significant hydraulic issues that can complicate the design. Often, since only a simple 1-D hydraulic analysis is conducted, the resulting design is un-necessarily conservative and expensive. Worse yet, critical hydraulic issues may be completely missed. This presentation is the first of three presentations documenting advancements made by partnership between the University of Missouri Kansas City, and Water Resources Solutions, LLC to efficiently validate two and three-dimensional numerical models using modest sized (mesoscale) physical models. These physical models, are smaller than the models typically used in the major labs to study large river projects, and larger than the micro-models which provide limited complex hydrodynamic specificity. The authors will demonstrate the validity and advantages of a physical/numerical modeling strategy using physical models followed by multi-dimensional numeric modeling. This paper explores the technical aspects of this approach. The second paper in this series explores the project economics of the physical first modeling approach and clearly demonstrates a significant reduction on overall project costs. The final paper discusses advances and advantages of 3-D printing and associated rapid prototyping methods to construct structural hardscape and design options for the physical models.
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REFERENCES
Warnock, J.E. (1949), Chapter II Hydraulic Similitude, in H. Rouse (Ed.), Engineering Hydraulics, Proceedings of the Fourth Hydraulics Conference, (pp. 136–172). New York, NY: John Wiley & Sons.
Hickox, G.H. (1952), Section 24 Hydraulic Models, in C.V. Davis (Ed.) Handbook of Applied Hydraulics (2nd edition, pp. 1123–1153). New York, NY: McGraw – Hill.
FHWA (2018), National Bridge Inventory, Database Downloaded January 3, 2018 of all bridges in the United States, Website https://www.fhwa.dot.gov/bridge/nbi/ascii.cfm Accessed January 3, 2018.
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Published In
World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
Pages: 305 - 310
Editor: Sri Kamojjala, Las Vegas Valley Water District
ISBN (Online): 978-0-7844-8142-4
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: May 31, 2018
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