Modeling Project Part 1
Basic Model Formulation
Dr. Nelson
The point of this assignment is to put all the modeling principles and procedures you've learned into practice. How well can you use data that is available to you as an engineer to accurately model hydrologic events in HMS and GSSHA? We have tried to look for potential problems you may find in the process of collecting and using available data, and we will try to help guide you through those areas when possible, but you will have to make judgment calls throughout this project. Treat it as if this is a project you received at work, to which there may a couple different "answers" based on the approach used.
Assignment
We have observed precipitation and runoff data 2 storms for 4 watersheds across the U.S. Since we have 8 teams in the class you will be divided up so that two groups will be will be working on the same watershed but with a different storm.
The Team assignments for each watershed are shown in the table below. Click on the name of your watershed for more information on the watershed and links to some of the data for your watershed.
Tifton, GA Walnut Gulch, AZ Goodwin Creek, MS Reynolds Creek, ID Storm 1 Thomas Griffiths
Luke Mattson
Talmage WagstaffBryan Martinez
Brett Singley
Weston SouthwickBen Allsop
Cody Kreitel
Adam NielsenCaleb Buahin
Rushit Hila
Tamara RabadiStorm 2 Cameron Jenkins
Clark Morgan
Roger PearsonAshley Childers
Amanda Daniels
Amber HendricksonMark DeFriez
Hoang Tran
Josh TyauKraig Huffaker
Jared Marelli
Alec StrassburgDue Friday, April 3
Screenshot or other evidence that your watershed is delineated with land use and soil type data overlaid correctly.
Due Monday, April 6
Initial HMS Model results using actual precipitation distribution
Due Wednesday, April 8
Initial GSSHA Model results using actual precipitation distribution
Due Friday, April 10
Calibrated model results
Due Monday, April 13
Validation storm results
Due Monday, April 13
Project report
The project report should summarize the following:
Your optimized HMS parameters and how well the optimized parameters work with the validation storm
Your best GSSHA model (without the automated options for calibration it may not match too well, specifically with respect to hydrograph shape), and the results of your validation.
Evaluate overall the results of your modeling efforts and why things did or did not work. This is not mechanics of models and interface, but rather hydrologic/hydraulic reasoning.
Using experiences from class and your knowledge of the modeling systems discuss appropriate uses for HMS and GSSHA.
Using experiences from class and your knowledge of the modeling systems discuss inappropriate uses for HMS and GSSHA.