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Down load test1b and submit to Blackboard’s di=
git
drop box
downstream: water level variations ivan.xls
Course Review for=
Test
#1:
Part I (theory, writing test):
Upstream time series of fl= ow,
Down stream time series wa= ter 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.
=
1. Case Study: Hurricane Katrina
http://www.asce.org/static/hurricane/whitehouse.cfm
2. Hydrodynamics reference book
3. HEC-RAS homepage
free model package, documents of user manual and appli= cation examples
http://www.hec.usace.army.mil/software/hec-ras/
New features of HEC-RAS
hec-rasnewfeature.pdf<= /p>
HEC-RAS theory :
Examples:
9/26/. U= nsteady flow boundary conditions:
= upstream: flood hydrograph,
downstream: water level variations ivan.xls
9/28: hydraulic designs in HEC-RAS
GIS maps, lay=
ers::
FDOT
Welcome to the FDOT Planning Offices Web pages -- a si=
te for
statewide transportation planning in
htt= p://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<= /p>
http://www.floridageomatics.com/common/county.html
GIS
NOAA data website
http://www.n= gdc.noaa.gov/mgg/gdas/gd_designagrid.html
STORM CAD:
Homework: Due=
10/24
For the data given in the StormCA= D example as shown above (1 pipe example), use Manning equation to find (desi= gn) the pipe diameter.