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CIV E 632 - COMPUTATIONAL HYDRAULICS AND HYDROLOGY SPRING 2006 INSTRUCTOR: DR. V. M. PONCE TEXT: WEB-BASED SYLLABUS | ||||||||||||||||||||||||
| Number | Paper Title | Link | Week | |||||||||||||||||||||
| 01 | Shallow wave propagation in open-channel flow | 3103 | 01 | |||||||||||||||||||||
| 02 | Applicability of kinematic and diffusion models | 3104 | 01 | |||||||||||||||||||||
| 03 | On kinematic waves: Flood movement in long rivers | 4501 | 02 | |||||||||||||||||||||
| 04 | On the subject of a flood propagation computation method (Muskingum method) (Cunge) | 4502 | 02 | |||||||||||||||||||||
| 05 | Mathematical simulation of surface flow (Lecture 9, Dooge) | 4503 | 03 | |||||||||||||||||||||
| 06 | Muskingum-Cunge method with variable parameters | 3106 | 03 | |||||||||||||||||||||
| 07 | Variable parameter Muskingum-Cunge method revisited | 3137 | 03 | |||||||||||||||||||||
| 08 | Simplified Muskingum routing equation | 3108 | 04 | |||||||||||||||||||||
| 09 | Accuracy criteria in diffusion routing | 3117 | 04 | |||||||||||||||||||||
| 10 | Analytical verification of Muskingum-Cunge routing | 3144 | 04 | |||||||||||||||||||||
| 11 | Modeling looped ratings in Muskingum-Cunge routing | 3158 | 04 | |||||||||||||||||||||
| 12 | Nature of wave attenuation in open-channel flow | 3116 | 05 | |||||||||||||||||||||
| 13 | Dam-breach flood wave propagation using dimensionless parameters | 3161 | 05 | |||||||||||||||||||||
| 14 | The criterion for the possibility of roll wave formation | 4506 | 05 | |||||||||||||||||||||
| 15 | Verification of theory of roll wave formation | 3131 | 05 | |||||||||||||||||||||
| 16 | Effect of cross-sectional shape on free-surface instability | 3135 | 06 | |||||||||||||||||||||
| 17 | Linear reservoirs and numerical diffusion | 3113 | 06 | |||||||||||||||||||||
| 18 | Kinematic shock: Sensitivity analysis | 3119 | 06 | |||||||||||||||||||||
| 19 | Generalized diffusion wave equation with inertial effects | 3127 | 07 | |||||||||||||||||||||
| 20 | New perspective on the Vedernikov number | 3129 | 07 | |||||||||||||||||||||
| 21 | New perspective on the convection-diffusion-dispersion equation | 3136 | 07 | |||||||||||||||||||||
| 22 | Diffusion wave modeling of catchment dynamics | 3121 | 09 | |||||||||||||||||||||
| 23 | Parking-lot storage modeling using diffusion waves | 3152 | 09 | |||||||||||||||||||||
| 24 | The kinematic wave controversy | 3128 | 10 | |||||||||||||||||||||
| 25 | Kinematic wave modeling: Where do we go from here? | 3130 | 10 | |||||||||||||||||||||
| 26 | Large basin deterministic hydrology: A case study | 3120 | 11 | |||||||||||||||||||||
| 27 | A study of the numerical solution of partial differential equations | 4504 | 11 | |||||||||||||||||||||
| 28 | Unconditional stability in convection computations | 3111 | 12 | |||||||||||||||||||||
| 29 | Convergence of four-point implicit water wave models | 3105 | 12 | |||||||||||||||||||||
| 30 | The convergence of implicit bed-transient models | 3110 | 12 | |||||||||||||||||||||
| 31 | Celerity of transient bed profiles | 3118 | 13 | |||||||||||||||||||||
| 32 | Modeling alluvial channel bed transients | 3109 | 13 | |||||||||||||||||||||
| 33 | Modeling gradual dam breaches | 3114 | 13 | |||||||||||||||||||||
| 34 | A convergent explicit groundwater model | 3501 | 14 | |||||||||||||||||||||
| 35 | Modeling circulation in depth-averaged flow | 3115 | 14 | |||||||||||||||||||||
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OFFICE HOURS: MW 1100-1200 (E421-E); MW 2015-2115 (PS231-B).
GRADING POLICY: Homework (20%), Midterm (25%), Project (25%), Final (30%). HOMEWORK SET: Unless otherwise noted, homework is due at the start of the class period, one week after date of assignment. 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 be no less than 10 and no more than 15 double-space pages.
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