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)
211129 15:00