hydraulic modeling of the floodplain in sanderson, tx
DESCRIPTION
Hydraulic Modeling of the Floodplain in Sanderson, TX. Rachel Chisolm CE 394K- Surface Water Hydrology Dr. Maidment 5/6/10. Background. Sanderson, TX susceptible to flash flooding System of 11 flood control dams completed in 1980’s Most recent FEMA flood map is from 1977. - PowerPoint PPT PresentationTRANSCRIPT
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Hydraulic Modeling of the Floodplain in Sanderson,
TXRachel Chisolm
CE 394K- Surface Water HydrologyDr. Maidment
5/6/10
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Background Sanderson, TX
susceptible to flash flooding
System of 11 flood control dams completed in 1980’s
Most recent FEMA flood map is from 1977
FEMA flood map for Sanderson, TX source: FEMA’s Map Service Center available online at msc.fema.gov
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Projected Effect of the Dams
The assumption in the SCS report is that with the dams in place, the 100 year flood is contained in the channel.
Source: Watershed Work Plan for Watershed Protection and Flood Prevention Sanderson Canyon Watershed, USDA’s Soil Conservation Service, November 1969
Legend
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The Modeling Process
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Steps in Hydraulic Modeling Preprocessing with HEC-geoRAS
› Stream centerlines› Cutting cross-sections
Run steady-state model in HEC-RAS Calibrate Manning’s n values Run unsteady model in HEC-RAS Show results in GIS map of floodplain
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Preprocessing in HEC-geoRAS
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Manning’s n Starting values:
› Channel- 0.03› Floodplain- 0.05
Source: Chow, Ven Te, Open-Channel Hydraulics
Example of a channel with a Manning’s n value of 0.03
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Calibration of Manning’s n
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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…compared to estimated 1965 Flood Extent
Source: Crawley, Richard Alvin. Flood Effects on Sanderson Creek Trans-Pecos Texas, June 11, 1965. MA Thesis , The University of Texas at Austin, January 1969
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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Unsteady Model
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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Results of Steady State Model
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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Results compared to SCS Report…
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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…the reason why
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100 year flood without dams
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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100 year flood with dams
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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2 year flood with dams
Disclaimer: Map is based on 10 m digital terrain model that is too coarse to define an accurate floodplain
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Conclusions We need LIDAR data!!!
› Channel is not well defined with NED› Streamlines delineated from NED do not
match up with imagery and NHD flowlines Differences in depth of inundation can
be seen for floods of different return periods
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From HEC-RAS User’s Manual
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Acknowledgements Glenn Wright and others from AEcom Darrel Seidel, Trent Street and others
from the NRCS Melinda Luna- TNRIS Dr. Maidment Laura Hurd, Cody Hudson, and Marcelo
Somos
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Questions
“It was like the last day on earth” -Edelmira Calzada, survivor of the
1965 flood
Source: Watershed Work Plan for Watershed Protection and Flood Prevention Sanderson Canyon Watershed, USDA’s Soil Conservation Service, November 1969