CE632-COMPUTATIONAL HYDRAULICS AND HYDROLOGY
SPRING 2002
INSTRUCTOR: DR. V. M. PONCE
TEXT: SYLLABUS

No.    Link             Paper Title                                    Week

  1. (3102) Shallow wave propagation in open channel flow     1
  2. (3103) Applicability of kinematic and diffusion models     1
  3. (4501) On kinematic waves: Flood movement in long rivers     2
  4. (4502) On the subject of a flood propagation computation method     2
  5. (3105) Muskingum-Cunge method with variable parameters     3
  6. (3212) Variable-parameter Muskingum-Cunge method revisited     3
  7. (3106) Simplified Muskingum routing equation     4
  8. (3115) Accuracy criteria in diffusion routing     4
  9. (3317) Modeling looped ratings in Muskingum-Cunge routing     4
  10. (3114) Nature of wave attenuation in open-channel flow     5
  11. (3209) Verification of theory of roll-wave formation     5
  12. (3213) Effect of cross-sectional shape on free-surface instability     5
  13. (3111) Linear reservoirs and numerical diffusion     6
  14. (3117) Kinematic shock: Sensitivity analysis     6
  15. (3205) Generalized diffusion wave equation with inertial effects     7
  16. (3207) New perspective on the Vedernikov number     7
  17. (3211) New perspective on the convection-diffusion-dispersion equation     7
  18. (3201) Diffusion wave modeling of catchment dynamics     9
  19. (3310) Parking lot storage modeling using diffusion waves     9
  20. (3206) The kinematic wave controversy     10
  21. (3208) Kinematic wave modeling: Where do we go from here?     10
  22. (3118) Large basin deterministic hydrology: A case study     11
  23. (4503) A study of the numerical solution of partial differential equations     11
  24. (3109) Unconditional stability in convection computations     12
  25. (3104) Convergence of four-point implicit water wave models     12
  26. (3108) The convergence of implicit bed transient models     12
  27. (3116) Celerity of transient bed profiles     13
  28. (3107) Modeling alluvial channel bed transients     13
  29. (3112) Modeling gradual dam breaches     13
  30. (3410) A convergent explicit groundwater model     14
  31. (3113) Modeling circulation in depth-average flow     14

 

 

 

Week 8: Midterm Exam (Tuesday March 12, 1900-2100)

Week 15: Paper Presentations (Tuesday and Thursday, May 07 and 09, 1900-2100)

Week 16: Final Exam (Thursday, May 16, 1900-2100, E201).

INSTRUCTIONS

OFFICE HOURS: E-424E, Tu Th 0800-0930, Tu Th 2015-2100.

GRADING POLICY: Homework (25%), Midterm (25%), Project (25%), Final (25%).

HOMEWORK SET: Unless otherwise noted, homework is due at the start of the class period, one week after date of assignment.

LATE HOMEWORK: Late homework is accepted only one week after due date. Late homework will incur a penalty of 20%.

PROJECT: The project will consist of individual work on a project/paper/topic mutually agreed with the instructor. A written paper and oral presentation (15th week) are an integral part of the experience. The paper should be of professional quality, and its main body should not be less than 10 or more than 15 double-spaced pages.

DEADLINES: Topic selection is due Thursday February 21, at 1900. Project report/paper is due Thursday May 09 at 1900.