Home work:
Using following data to do frequency analysis,
Note: T= (n+1)/m, n= total number of sample, m is the mth largest value, T is the return year.
1)Find 100-year flow value using linear regression
2)Analysis using Gumbel method to predict 100 year flow
2-a) traditional method (textbook method) for parameter estimation
L-moment method in parameter estimation (see
Recent Journal paper [1], [2] on using L-moment method in estimating parameters in Gumbel distribution
Unsteady
flow data for HEC-RAS unsteady simulations
Course Review for Test
#1:
1) Continuity equation, 2) Momentum equation.
1) Specify unsteady boundary conditions, such as
Upstream time series of flow,
Down stream time series water elevation, etc
2). View model out put to show flood area.
3). Design/modify hydraulic design to reduce flood area.
4) ability to create culvert section with deck, and design culvert.
2. Hydrodynamics reference book
3. HEC-RAS homepage
free model package, documents of user manual and application examples
http://www.hec.usace.army.mil/software/hec-ras/
New features of HEC-RAS
HEC-RAS theory :
Examples:
-Class exercise: Create river geometry for HEC-RAS
use data from above example 2, recreate river geometry
-Unsteady flow boundary conditions:
upstream: flood hydrograph,
downstream: water level variations ivan.xls
-hydraulic designs in HEC-RAS
GIS maps, layers:
FDOT
Welcome to the FDOT Planning Offices Web pages -- a site for
statewide transportation planning in
http://www.dot.state.fl.us/planning/statistics/gis/default.htm
FDOT PROJECTS AT THE
http://www.geoplan.ufl.edu/projects/fdot/fdotindex.html
Collins Software
Providing GIS Web Publishing solutions and GIS Database Migration software utilities
Web Mapping Software
http://www.collinssoftware.com/freegis_by_region.htm#United
Land surveying and related links for Florida Counties
http://www.floridageomatics.com/common/county.html
NOAA data website
http://www.ngdc.noaa.gov/mgg/gdas/gd_designagrid.html