Case Studies
Aug 7, 2014

Hydraulic Modeling of Extreme Hydrologic Events: Case Study in Southern Virginia

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 12

Abstract

A comprehensive hydraulic modeling effort that was applied to two rural watersheds in southern Virginia is presented in this paper. The 10-, 50-, 100-, and 500-year storms and the probable maximum flood (PMF), are considered in this study with the objectives of assessing the impact of extreme hydrologic events through the generation of inundation maps, characterizing the sediment transport process under severe flooding conditions, and quantifying the uncertainty associated with the floodplains boundary roughness and its influence on the results. The employed methodology includes the construction of a river terrain model that combines geospatial and field-collected data, a calibration procedure based on regression equations and developed stage-discharge predictor curves, and unsteady flow simulations utilizing discharge hydrographs produced by an event-based hydrologic model. The results highlight the severe flooding conditions associated with the PMF and the necessity of considering it as the worst-case scenario in regions with relatively wet and humid climate. The modeling effort presented in this paper aims to serve as a reference framework for the development, implementation, and validation of hydraulic models intended to simulate extreme hydrologic events, as well as to provide guidance for the interpretation of the results for similar studies.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study was conducted with the support from Virginia Uranium, Inc. The authors thank Walter Coles, Sr., Joseph Aylor, Alan Kuhn, Robert Bodnar, William J. Kingston, Edgardo Zavaleta, and the rest of the members of the VT-VUI research group for their valuable comments and suggestions over the course of this investigation. The authors also thank the anonymous reviewers and the associate editor for their constructive comments and suggestions that improved the presentation of this work.

References

Anselmo, V., Galeati, G., Palmieri, S., Rossi, U., and Todini, E. (1996). “Flood risk assessment using an integrated hydrological and hydraulic modeling approach: A case study.” J. Hydrol., 175(1-4), 533–554.
Austin, S. H., and Wiegand, U. (2009). “Annual maximum stages and discharges of selected streams in Virginia through 2007.” U.S. Geological Survey Open-File Rep. 2009-1007, Reston, VA.
Barnes, H. H. (1967). “Characteristics of natural channels.” U.S. Geological Survey Water-Supply Paper 1849, Washington, D.C.
Bravo, J. M., Allasia, D., Paz, A. R., Collischonn, W., and Tucci, C. E. M. (2012). “Coupled hydrologic-hydraulic modeling of the upper Paraguay River basin.” J. Hydrol. Eng., 635–646.
Brownlie, W. R. (1983). “Flow depth in sand-bed channels.” J. Hydraul. Eng., 959–990.
Brunner, G. W. (2010). HEC-RAS River Analysis System User’s Manual, Version 4.1, U.S. Army Corps of Engineers Hydrologic Engineering Center, Davis, CA.
Castro-Bolinaga, C. F. (2012). “Hydraulic modeling of a river network for predicting flood inundation using HEC-RAS and GIS models—A case of study in Southern Virginia.” M.S. thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
Chang, H. H. (1988). Fluvial processes in river engineering, 1st Ed., Wiley, New York.
Cook, A., and Merwade, V. (2009). “Effect of topographic data, geometric configuration and modeling approach on flood inundation mapping.” J. Hydrol., 377(1-2), 131–142.
Diplas, P. (2008). “Bed-material measurement techniques.” Sedimentation engineering processes, measurements, modeling and practice, M. H. Garcia, ed., ASCE, Reston, VA, 305–351.
Einstein, H. A., and Barbarossa, N. L. (1952). “River channel roughness.” Trans. Am. Soc. Civ. Eng., 117(1), 1121–1132.
Engelund, F. (1966). “Hydraulic resistance of alluvial streams.” J. Hydraul. Div., 92(2), 315–326.
Gannon, J. P., Burbey, T. J., Bodnar, R. J., and Aylor, J. (2012). “Geophysical and geochemical characterization of the groundwater system and the role of the Chatham Fault in groundwater movement at the Coles Hill uranium deposit, Virginia, USA.” Hydrogeol. J., 20(1), 45–60.
Gesch, D., Oimoen, M., Greenlee, S., Nelson, C., Steuck, M., and Tyler, D. (2002). “The national elevation dataset.” Photogramm. Eng. Remote Sens., 68(1), 5–11.
Gesch, D. B. (2007). “The national elevation dataset.” Digital elevation model technologies and applications: The DEM users manual, 2nd Ed., D. Maune, ed., American Society for Photogrammetry and Remote Sensing, Bethesda, MD, 99–118.
Haestad, M., Dyhouse, G., Hatchett, J., and Benn, J. (2003). Floodplain modeling using HEC-RAS, 1st Ed., Haestad Press, Waterbury, CT.
Horritt, M. S., and Bates, P. D. (2002). “Evaluation of 1D and 2D numerical models for predicting river flood inundation.” J. Hydrol., 268(1–4), 87–99.
Jung, Y., and Merwade, V. (2012). “Uncertainty quantification in flood inundation mapping using generalized likelihood uncertainty estimate and sensitivity analysis.” J. Hydrol. Eng., 507–520.
Kalyanapu, A. J., Burian, S. J., and McPherson, T. N. (2009). “Effect of land use-based surface roughness on hydrologic model output.” J. Spatial Hydrol., 9(2), 51–71.
Kingston, W. J., Castro-Bolinaga, C. F., Zavaleta, E. R., and Diplas, P. (2012). “Probable maximum flood inundation modeling: A case study in southern Virginia.” Proc., River Flow 2012—Murillo (Ed.), Taylor and Francis Group, London, 969–976.
Knebl, M. R., Yang, Z. L., Hutchison, K., and Maidment, D. R. (2005). “Regional scale flood modeling using NEXRAD rainfall, GIS, and HEC-HMS/RAS: A case study for the San Antonio River basin summer 2002 storm event.” J. Environ. Manage., 75(4), 325–336.
Levitan, D. M., Schreiber, M. E., Seal, R. R., II, Bodnar, R. J., and Aylor, J. G., Jr. (2014). “Developing protocols for geochemical baseline studies: An example from the Coles Hill uranium deposit, Virginia, USA.” Appl. Geochem., 43, 88–100.
Lotspeich, R. R. (2009). “Regional Curves of Bankfull channel geometry for non-urban streams in the Piedmont physiographic province, Virginia.”, Reston, VA.
Merwade, V., Cook, A., and Coonrod, J. (2008a). “GIS techniques for creating river terrain models for hydrodynamic modeling and flood inundation mapping.” J. Environ. Modell. Softw., 23(10–11), 1300–1311.
Merwade, V., Olivera, F., Arabi, M., and Edleman, S. (2008b). “Uncertainty in flood inundation mapping: Current issues and future directions.” J. Hydrol. Eng., 608–620.
Oberkampf, W. L., and Roy, C. J. (2010). Verification and validation in scientific computing, 1st Ed., University Press, Cambridge, U.K.
Pappenberger, F., Beven, K., Horritt, M., and Blazkova, S. (2005). “Uncertainty in the calibration of effective roughness parameters in HEC-RAS using inundation and downstream level observations.” J. Hydrol., 302(1–4), 46–69.
Sanders, B. F. (2007). “Evaluation of on-line DEMs for flood inundation modeling.” Adv. Water Resour., 30(8), 1831–1843.
Santoy Resources LTD. (2009). Technical Rep. on the Coles Hill Uranium Property Pittsylvania County, Virginia, United States of America, NI 43-101, Santoy Resources, BC, Canada.
Tappa, M. J., et al. (2014). “Age of host rocks at the Coles Hill uranium deposit, Pittsylvania County, Virginia, based on zircon U-Pb geochronology.” Econ. Geol., 109(2), 513–530.
Tate, E. C., Maidment, D. R., Olivera, F., and Anderson, D. J. (2002). “Creating a terrain model for floodplain mapping.” J. Hydrol. Eng., 100–108.
U.S. Army Corps of Engineers (USACE). (1979). “National program for inspection of non-federal Dams.”, Appendix D, Washington, DC.
U.S. Army Corps of Engineers (USACE). (1995). “Sedimentation investigations of rivers and reservoirs.” USACE Engineering and Design Manual Publication EM 1110-2-4000, Washington, DC.
U.S. Department of Energy, and VA State Office of Emergency, and Energy Services. (1981). Virginia hydro dam inventory, Vol. II, South Atlantic Slope, Afton, VA.
USGS National Hydrography Dataset. (2007). 〈http://nhd.usgs.gov/〉 (Jun. 23, 2014).
USGS Topographic Maps. (2012). 〈http://nationalmap.gov/ustopo/〉 (Jun. 23, 2014).
Verstraeten, G., and Poesen, J. (2000). “Estimating the trap efficiency of small Reservoirs and ponds: Methods and implications for the assessment of sediment yield.” Prog. Phys. Geog., 24(2), 219–251.
Virginia Base Mapping Program. (2007). “2006/2007 orthophotography.” 〈http://www.vita.virginia.gov/isp/default.aspx?id=8412〉 (Jun. 23, 2014).
Wright, S., and Parker, G. (2004). “Flow resistance and suspended load in sand-bed rivers: Simplified stratification model.” J. Hydraul. Eng., 796–805.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 12December 2014

History

Received: Sep 29, 2013
Accepted: Jun 9, 2014
Published online: Aug 7, 2014
Published in print: Dec 1, 2014
Discussion open until: Jan 7, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Celso F. Castro-Bolinaga [email protected]
Ph.D. Student, Baker Environmental Hydraulics Laboratory, Dept. of Civil and Environmental Engineering, Virginia Tech, 490 Old Turner St., 111 Hancock Hall, Blacksburg, VA 24061-0275 (corresponding author). E-mail: [email protected]
Panayiotis Diplas, M.ASCE [email protected]
P.C. Rossin Professor and Chair, Imbt Environmental Hydraulics Laboratory, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015-3176. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share