Chapter
May 31, 2018
World Environmental and Water Resources Congress 2018

The Economic Efficiency of Coordinated Physical/Numerical Hydrodynamic Modeling of Mesoscale Projects

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has been a renewed belief that the need to physically observe hydrodynamic processes in the field and laboratory models is obsolete.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 attitude 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, as we can demonstrate, critical hydraulic issues may be completely missed. This presentation is the second 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. In the first presentation the authors describe an efficient approach to conducting hydraulic physical models which are used to validate two-and three-dimensional numeric models used to complete the final design of structures and countermeasures. This paper 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.
U.S. Supreme Court. (2001). “State of Nebraska, Plaintiff vs States of Colorado and Wyoming.”, <http://cwcb.state.co.us/legal/Documents/InterstateCompacts/NorthPlatteRiverSettlementDecree.pdf>(Jan. 15, 2018).

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Go to World Environmental and Water Resources Congress 2018
World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
Pages: 311 - 317
Editor: Sri Kamojjala, Las Vegas Valley Water District
ISBN (Online): 978-0-7844-8142-4

History

Published online: May 31, 2018

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Authors

Affiliations

Donald W. Baker, M.ASCE [email protected]
P.E.
D.WRE
Principle and Owner, Water Resources Solutions, LLC, 8800 Linden Dr., Prairie Village, KS 66207. E-mail: [email protected]
Jerry R. Richardson, Ph.D., M.ASCE [email protected]
P.E.
D.WRE
Associate Professor, Dept. of Civil and Mechanical Engineering, Univ. of Missouri Kansas City, 370 J RHFH, 5110 Rockhill Rd., Kansas City, MO 64110. E-mail: [email protected]; Senior Water Resources Engineer, Water Resources Solutions, LLC, 8800 Linden Drive, Prairie Village, KS 66207
Jonathan G. Daldalian, S.M.ASCE [email protected]
Graduate Research Assistant, Civil Engineering, Univ. of Missouri Kansas City, 5110 Rockhill Rd., KC, MO 64110; Engineering Intern, Water Resources Solutions, LLC, 8800 Linden Drive, Prairie Village, KS 66207. E-mail: [email protected]

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