USGS Streamflow Data and Modeling Sand-Bed Rivers
Publication: Journal of Hydraulic Engineering
Volume 137, Issue 8
Abstract
United States Geological Survey streamflow data are commonly used for hydraulic model calibration and boundary conditions. The transitory nature of sand-bed rivers’ bathymetry is problematic for the traditional automated stream gauging methods used by the USGS. This note seeks to assess the limitations of streamflow measurements for use in hydraulic models. An overview of USGS rating-curve development and use is presented with a focus on the specific challenges of sand-bed rivers. Measurements from three consecutive USGS gauges for a storm event on the Rio Grande in Albuquerque, New Mexico, illustrate the outlined problems with rating curves. These gauges are utilized to study the impact of uncertainty in rating-curve discharges on hydraulic model results. A one dimensional hydraulic model of the study reach indicates up to 25% reduction in the calculated flow depth if questionable rating-curve discharges are used as model input. Recommendations for using USGS streamflow data in hydraulic models are outlined.
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Acknowledgments
This work was funded in part by the United States Army Corps of EngineersUSACE through the Urban Flood Reduction and Channel Restoration Program. The authors thank George Sieber and Mike Roark of the USGS Albuquerque Office for providing technical support and data. This note was improved by feedback from anonymous reviewers.
References
Alam, A., and Kennedy, J. F. (1969). “Friction factor for flow in sand bed channels.” J. Hydraul. Div., 95(6), 1973–1992.
Brownlie, W. (1983). “Flow depth in sand bed channels.” J. Hydraul. Eng., 109(7), 959–990.
Castellarin, A., Di Baldassarre, G., Bates, P. D., and Brath, A. (2009). “Optimal cross-sectional spacing in Preissmann scheme 1D hydrodynamic models.” J. Hydraul. Eng., 135(2), 96–105.
Isaacson, K. (2009). “Modeling riparian groundwater depth as a function of river flow for the Rio Grande in Albuquerque, NM.” M.S. thesis, Univ. of New Mexico, Albuquerque, NM.
Julien, P., and Klassen, G. (1995). “Sand-dune geometry of large rivers during floods.” J. Hydraul. Eng., 121(9), 657–663.
Karim, F., and Kennedy, J. (1990). “Menu of coupled velocity and sediment-discharge relations for rivers.” J. Hydraul. Eng., 116(8), 978–996.
Ortiz, R. (2004). “A river in transition: Geomorphic and bed sediment response to Cochiti Dam on the middle Rio Grande, Bernalillo to Albuquerque, NM.” M.S. thesis, Univ. of New Mexico, Albuquerque, NM.
Makar, P., Massong, T., Bauer, T., Tashjian, P., and Oliver, K. J. (2006). “Channel width and flow regime changes along the middle Rio Grande, NM.” Joint 8th Federal Interagency Sedimentation Conf. and 3rd Federal Interagency Hydrologic Modeling Conf., Advisory Committee on Water InformationWashington, DC.
Massong, T., and Makar, P. (2006). “Evolution of the bends at Rio Grande.” Rep. RM 110, U.S. Bureau of Reclamation, Albuquerque, NM.
Mussetter Engineering, Inc. (MEI). (2003). “Geomorphic and sedimentologic investigations of the middle Rio Grande between Cochiti Dam and Elephant Butte Reservoir.” Rep. prepared for New Mexico Interstate Stream Commission, Fort Collins, CO.
Mussetter Engineering, Inc. (MEI). (2006). “Evaluation of bar morphology, distribution and dynamics as indices of fluvial processes in the middle Rio Grande, New Mexico.” Rep. prepared for the New Mexico Interstate Stream Commission, Fort Collins, CO.
Rantz, S. E. (1982). “Measurement and computation of streamflow.” USGS Water Supply Paper 2175, USGS, Washington, DC.
Sahoo, G. B., and Ray, C. (2006). “Flow forecasting for a Hawaii stream using rating curves and neural networks.” J. Hydrol. (Amsterdam), 317(1–2), 63–80.
Van der Sande, C. J., De Jong, S. M., and De Roo, A. P. J. (2003). “A segmentation and classification approach of IKONOS-2 imagery for land cover mapping to assist flood risk and flood damage assessment.” Int. J. Appl. Earth Observ. Geoinform., 4(3), 217–299.
van Rijn, L. (1984). “Sediment transport, part III: Bed forms and alluvial processes.” J. Hydraul. Eng., 110(12), 1733–1754.
Wawrzyniec, T., Frechette, J., Coonrod, J., and Stormont, J. (2009). “Lidar-based bank erosion monitoring campaigns: Results and survey design considerations.” Lidar Lab Rep., Univ. of New Mexico, Albuquerque, NM.
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© 2011 American Society of Civil Engineers.
History
Received: May 18, 2009
Accepted: Nov 17, 2010
Published online: Jul 15, 2011
Published in print: Aug 1, 2011
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