CIV E 632 - Computational Hydraulics and Hydrology --- Fall 2021 --- Syllabus --- Part 2 |
E. Dynamic waves
(Week 09) (2 lectures) [211018 - 211020]
| E01. Abbott, M. 1976.
A pathology of computational hydraulics. Journal of Hydraulic
Research, Vol. 14, 1976, page 276. (Extract),
|
E02. Ponce, V. M. 2012.
Steady vs unsteady flow with HEC-RAS.
(Video).
|
E03. Ponce, V. M., and A. Lugo. 2000.
Modeling looped ratings in Muskingum-Cunge routing.
|
E04. Ponce, V. M., Y. R. S. Rao, and N. M. Mansury. 1999.
Time of opening of irrigation canal gates.
|
WEEK 10 [201025]
|
Preliminary oral presentations |
F. Roll waves
(Week 11) (2 lectures) [211101 - 211103] |
F01. Craya, A. 1952.
The criterion for the possibility of roll-wave formation.
|
F02. Ponce, V. M. 2014.
Roll waves in La Paz, Bolivia, in 2014. Video.
|
F03. Ponce, V. M. 2016.
Pulsating waves in the Huayñajahuira river, La Paz, Bolivia, February 24, 2106 at 17:30 pm. Video.
|
F04. Ponce, V. M.
Froude and Vedernikov numbers for roll waves in steep roads. Video.
|
F05. Ponce, V. M. 2017.
Roll waves in Huamancaca Chico, Piuchaca province, Junin, Peru. Video.
|
F06. Ponce, V. M., and M. P. Maisner. 1993.
Verification of theory of roll-wave formation.
|
F07. Montuori, C. 1965.
Spontaneous formation of wave trains in channels with a very steep slope. (Translation from Italian).
|
F08. Ponce, V. M., and P. J. Porras. 1995.
Effect of cross-sectional shape on free-surface instability.
|
F09. Ponce, V. M., and M. I. Diaz. 2016.
The inherently stable channel with online computation. (Calculator).
|
F10. Ponce, V. M., and B. Choque. 2019.
The control of roll waves in channelized rivers.
(Video)
|
F11. Ponce, V. M. 2021.
Design of a stable channel on a steep slope using the exponent of the rating.
(Video)
|
G. Numerical modeling
(Weeks 12 - 13) (4 lectures) [211108 - 211117] |
G01. O'Brien, G. G., M. A. Hyman, and S. Kaplan. 1949.
A study of the numerical solution of partial differential equations.
|
G02. O'Brien et al.
A study of numerical solutions of PDE. Extract.
|
G03. Ponce, V. M., Y. H. Chen, and D. B. Simons. 1979.
Unconditional stability in convection computations.
|
G04. Ponce, V. M., H. indlekofer, and D. B. Simons. 1978.
Convergence of four-point implicit water wave models.
|
G05. Ponce, V. M. 2000.
Instability of the Preissmann scheme.
|
G06. Cunge, J. A. 1980.
Effect of cross-sectional shape on flow velocity.
|
G07. Ponce, V. M. 2014.
Fundamentals of Open-channel Hydraulics: Chapter 2, Section 2: Channel geometry.
|
G08. Fread, D. L. 1975.
Numerical properties of implicit four-point finite difference equations of unsteady flow.
|
G09. Vuppalapati, B., and V. M. Ponce. 2016.
Muskingum-Cunge amplitude and phase portraits with online computation.
(Calculator).
|
G10. Ponce, V. M. 2007.
The convergence of implicit bed transient models.
|
G11. Ponce, V. M. 2000.
A convergent explicit groundwater model.
|
G12. Da Silva, J. A. 2020.
A convergent explicit groundwater model using online calculation.
(Calculator).
|
H. Applications (Weeks 14 - 15) (3 lectures)
[121122 - 211201]
|
H01. Ponce, V. M. and A. C. Klabunde. 1999.
Parking lot storage modeling using diffusion waves.
|
H02. Ponce, V. M., Z. Osmoslki, and D. Smutzer. 2009.
Large basin deterministic hydrology: A case study.
|
H03. Ponce, V. M. 2008
La Leche River Flood Control Project: Flood Hydrology.
|
H04. Ponce, V. M. 1985.
Celerity of transient bed profiles.
|
H05. Ponce, V. M. 1982.
Modeling alluvial channel bed transients.
|
H06. Ponce, V. M., and A. Tsivoglou. 1981.
Modeling gradual dam breaches.
|
H07. Ponce, V. M. 1981.
Modeling circulation in depth-averaged flow.
|
WEEK 16
|
Final oral
presentations (Monday 211206 and Wednesday 211208: 17:30-18:45) |
WEEK 16
|
Final exam
(Friday 191210 15:30-17:30) |