|
Thesis Schedule
|
|
Task
|
Fall 2013
|
Spring 2014 |
|
| September
| October
| November
| December
| January
| February
| March
| April
| May
|
| More than one plane
| X X X X
|
|
|
|
|
|
|
|
|
Runoff Curve Number with more than one plane
| X X X X
|
|
|
|
|
|
|
|
|
| Topology
|
| X X X X
|
|
|
|
|
|
|
|
| GD plotting
|
|
| X X X X
|
|
|
|
|
|
|
| 1.1 Background
|
|
|
|
| X X X X
|
|
|
|
|
| 1.2 Objectives
|
|
|
|
| X X X X
|
|
|
|
|
| 1.3 Scope
|
|
|
|
| X X X X
|
|
|
|
|
| 2.1 Overland Flow
| X X X X
|
|
|
|
|
|
|
|
|
| 2.2 Kinematic Wave Modeling
| X X X X
|
|
|
|
|
|
|
|
|
| 2.3 Diffusion Wave Modeling
| X X X X
|
|
|
|
|
|
|
|
|
2.4 Dynamic Component of Diffusion Waves
| X X X X
|
|
|
|
|
|
|
|
|
| 3.1 Model Features
|
| X X X X
|
|
|
|
|
|
|
|
| 3.2 Model Components
|
| X X X X
|
|
|
|
|
|
|
|
| 3.3 Hydrologic Abstraction
|
| X X X X
|
|
|
|
|
|
|
|
| 3.3 Hydrologic Abstraction
|
| X X X X
|
|
|
|
|
|
|
|
| 3.4 Model Topology
|
| X X X X
|
|
|
|
|
|
|
|
| 3.5 Input Description
|
| X X X X
|
|
|
|
|
|
|
|
| 3.6 Output Description
|
| X X X X
|
|
|
|
|
|
|
|
| 4.1 Rationale
|
|
| X X X X
|
|
|
|
|
|
|
| 4.2 Language
|
|
| X X X X
|
|
|
|
|
|
|
| 4.3 Script Development
|
|
| X X X X
|
|
|
|
|
|
|
| 4.4 Grid Independence
|
|
| X X X X
|
|
|
|
|
|
|
| 4.5 Script Testing
|
|
| X X X X
|
|
|
|
|
|
|
| 5.1 Time of Concentration
|
|
|
| X X X X
|
|
|
|
|
|
| 5.2 Effect of Bottom Slope
|
|
|
| X X X X
|
|
|
|
|
|
| 5.3 Effect of Manning's n
|
|
|
| X X X X
|
|
|
|
|
|
| 5.4 Effect of Rating Exponent β
|
|
|
| X X X X
|
|
|
|
|
|
| 6.1 Time of Concentration
|
|
|
|
| X X X X
|
|
|
|
|
6.2 Model Sensitivity to Physical Parameters
|
|
|
|
| X X X X
|
|
|
|
|
| 7.1 Summary
|
|
|
|
|
| X X X X
|
|
|
|
| 7.2 Summary and Conclusions
|
|
|
|
|
| X X X X
|
|
|
|
| 7.3 Recommendations
|
|
|
|
|
| X X X X
|
|
|
|
| Thesis Formatting for GS
|
|
|
|
|
|
| X X X X
|
|
|
| Defense
|
|
|
|
|
|
|
| X X X X
|
|
| Graduation
|
|
|
|
|
|
|
|
| X X X X
|