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CIV E 632 - Computational Hydraulics and Hydrology --- Fall 2019 --- Syllabus |
A. Shallow wave propagation
(Weeks 01 - 03) |
A01. Liggett, J. 1975.
Derivation of shallow water equations.
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A02. Ponce, V. M. 2014.
Unsteady flow equations.
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A03. Ponce, V. M. and D. B. Simons. 1977.
Shallow wave propagation in open-channel flow.
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A04. Ponce, V. M., R. M. Li, and D. B. Simons. 1978.
Applicability of kinematic and diffusion models.
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A05. Lighthill, M. j., and G. B. Whitham. 1955.
On kinematic waves. I. Flood movement in long rivers.
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A06. Seddon, J. A. 1900.
River Hydraulics.
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A07. Cunge, J. A. 1969.
On the subject of flood propagation computation method (Muskingum method).
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A08. Ponce, V. M. 2014.
Derivation of the numerical diffusion coefficient of the Muskingum method.
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A09. Vuppalapati, B., and V. M. Ponce. 2016.
Muskingum-Cunge
amplitude and phase portraits
with online computation.
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A10. Hayami, S. 1951.
On the propagation of flood waves.
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A11. Dooge, J. C. I. 1973.
Mathematical simulation of surface flow.
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A12. Perez, F. 2010.
How to create a graph using Excel and Photoshop.
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B. Muskingum-Cunge method
(Week 04) |
B01. Ponce, V. M., and V. Yevjevich. 1978.
Muskingum-Cunge method with variable parameters.
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B02. Ponce, V. M., and F. D. Theurer. 1982.
Accuracy criteria in diffusion routing.
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B03. Ponce, V. M., A. K. Lohani, and C. Scheyhing. 1996.
Analytical verification of Muskingum-Cunge routing.
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B04. Ponce, V. M. 1979.
Simplified Muskingum routing equation.
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B05. Ponce, V. M., and P. V. Chaganti.
Variable-parameter Muskingum-Cunge method revisited.
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B06. Ponce, V. M.
Muskingum-Cunge routing equations.
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B07. Diaz, M. I., and V. M. Ponce. 2016.
The Thomas problem with online computation.
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B08. Ferrick, M. G., J. Bilmes, and S. E. Long. 1984.
Modeling rapidly varied flow in tailwaters.
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C. Kinematic waves
(Week 05) |
C01. Ponce, V. M. 1981.
Nature of wave attenuation in open-channel flow.
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C02. Ponce, V. M. 1991.
The kinematic wave controversy.
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C03. Ponce, V. M. 1992.
Kinematic shock: Where do we go from here?
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C04. Ponce, V. M. 2011.
Kinematic shock: Sensitivity analysis.
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D. Diffusion waves
(Weeks 06 - 07) |
D01. Ponce, V. M. 1986.
Diffusion wave modeling of catchment dynamics.
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D02. Ponce, V. M. 1986.
Diffusion wave modeling of catchment dynamics: Discussion and Closure.
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D03. Ponce, V. M. 1991.
New perspective on the Vedernikov number.
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D04. Nuccitelli, N. and V. M. Ponce. 2014.
The dynamic hydraulic diffusivity reexamined.
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D05. Ponce, V. M. 1994.
New perspective on the convection-diffusion-dispersion equation.
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D06. Ponce, V. M. 1990.
Generalized diffusion wave equation with inertial effects.
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D07. Ponce, V. M., A. Taher-Shamsi, and A. V. Shetty. 2003.
Dam-breach flood wave propagation using dimensionless parameters.
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D08. Ponce, V. M.
Dam-breach flood wave propagation using dimensionless parameters.
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D09. Ponce, V. M. 1980.
Linear reservoirs and numerical diffusion.
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D10. Ponce, V. M. 2009.
A general dimensionless unit hydrograph.
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D11. Ponce, V. M. 1980.
Cascade and convolution: One and the same.
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D12. Ariza, L. G.
Application of the dimensionless unit hydrograph using
California watershed data.
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| D13. Ponce, V. M. 2010.
Causes of runoff diffusion.
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| D14. Ponce, V. M. 2015.
Runoff diffusion reexamined.
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D15. Ponce, V. M., and R. D. Aguilar. 2013.
Overland flow using the diffusion wave method - One book.
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D16. Ponce, V. M., and L. A. Magallon. 2015.
Initial abstraction revisited.
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D17. Ponce, V. M. 2008.
La Leche River Flood Control Project: Flood Hydrology.
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| WEEK 08
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Midterm | >
E. Dynamic waves
(Week 09) |
E01. Ponce, V. M., and A. Lugo. 2000.
Modeling looped ratings in Muskingum-Cunge routing.
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| E02. Ponce, V. M., Y. R. S. Rao, and N. M. Mansury. 1999.
Time of opening of irrigation canal gates.
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| E03. Abbott, M. 1976.
A pathology of computational hydraulics, Extract, Journal of Hydraulic
Research, Vol. 14, 1976, page 276.
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| E04. Ponce, V. M. 2012.
Unsteady flow with HEC-RAS.
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| E05. Ponce, V. M. 2012.
Unsteady flow with HEC-RAS (Video).
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| E06. Ponce, V. M. and J. Da Silva. 2012.
The S-curve explained.
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| WEEK 10
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Preliminary oral presentations |
F. Roll waves
(Week 11) |
F01. Craya, A. 1952.
The criterion for the possibility of roll-wave formation .
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| F02. Ponce, V. M., and M. P. Maisner. 2005.
Verification of theory of roll-wave formation.
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| F03. Molina, J. et al. 1995.
Pulsating waves in channelized rivers of the La Paz region. (In Spanish)
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| F04. Montuori, C. 1965.
Spontaneous formation of wave trains in channels with a very steep slope . Translation from Italian.
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| F05. Ponce, V. M., and P. J. Porras. 1995.
Effect of cross-sectional shape on free-surface instability.
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| F06. Ponce, V. M., and M. I. Diaz. 2016.
The inherently stable channel with online computation.
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| F07. Ponce, V. M., and B. Choque. 2019.
The control of roll waves in channelized rivers.
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G. Numerical modeling
(Weeks 12 - 13) |
G01. O'Brien, G. G., M. A. Hyman, and S. Kaplan. 1949.
A study of the numerical solution of partial differential equations
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| G02. Ponce, V. M., Y. H. Chen, and D. B. Simons. 1979.
Unconditional stability in convection computations.
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| G03. Abbott. 1976.
A pathology of computational hydraulics.
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| G04. Ponce, V. M., H. indlekofer, and D. B. Simons. 1978.
Convergence of four-point implicit water wave models.
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| G05. Ponce, V. M. 2000.
Instability of the Preissmann scheme.
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| G06. Cunge, J. A. 1980.
Effect of cross-sectional shape on flow velocity.
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| G07. Ponce, V. M. 2007.
Numerical properties of implicit four-point finite difference equations of unsteady flow.
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| G8. Ponce, V. M. 2007.
The convergence of implicit bed transient models.
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| G9. Vuppalapati, B., and V. M. Ponce. 2016.
Muskingum-Cunge
amplitude and phase portraits
with online computation.
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H. Applications
(Weeks 14 - 15) |
H01. Ponce, V. M. and A. C. Klabunde. 1999.
Parking-lot storage modeling using diffusion waves.
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| H02. Ponce, V. M., Z. Osmoslki, and D. Smutzer. 2009.
Large basin deterministic hydrology: A case study.
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| H03. Ponce, V. M. 2008
La Leche River Flood Control Project: Flood Hydrology.
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| H04. Ponce, V. M. 1985.
Celerity of transient bed profiles.
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| H05. Ponce, V. M. 1982.
Modeling alluvial channel bed transients.
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| H06. Ponce, V. M., and A. Tsivoglou. 1981.
Modeling gradual dam breaches.
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| H07. Taher-Shamsi, A, A. V. Shetty, and V. M. Ponce. 1981.
Embankment dam breaching: Geometry and peak outflow characteristics.
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| H08. Ponce, V. M. 2000.
A convergent explicit groundwater model.
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| H09. Ponce, V. M. 1981.
Modeling circulation in depth-averaged flow.
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| WEEK 16
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Final oral
presentations (Tuesday 191210 19:00 - 20:15) |
| WEEK 17
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Final exam (Tuesday 191217 19:00-21:00) |