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10 results on '"Jones, Keaton E."'

1. Geomorphic Evolution of a Levee Setback in a Gravel–Sand Channel in Washington State.

Author

Curran, Joanna Crowe, Dahl, Travis A., Corum, Zachary P., and Jones, Keaton E.

Subjects
RIVER channels, SEDIMENTATION & deposition, SEDIMENT transport, LEVEES, ANGLES, FORCED migration
Abstract

Levee setbacks can create space for side channels, reduce flood impacts, and provide environmental benefits. Guidance is needed on how side channel design affects geomorphic changes over time. This paper explores application of existing research on natural and forced side channels to a levee setback with side channel on the White River (Washington). The side channel maintained a high bifurcation angle into the setback for 2 years. High flows then reset the bifurcation to a lower angle. Flow and sediment volumes and deposition patterns from each 2-year period matched results from existing studies for either a high or low angle. Application of existing research insight into expected flows and sediment patterns was dependent on a static bifurcation angle. In this case study, because the entrance area did not restrict the bifurcation angle and the flow regime included high flows, the bifurcation angle could adjust to maintain the side channel. Designing a large setback entrance enabled the channel to self-adjust to maintain flow and sediment transport into the side channel without the need for engineering intervention. [ABSTRACT FROM AUTHOR]

Published
2025
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4. Uncertainty for the ISSDOTv2 Bedload Measurement Method.

Author

McAlpin, Tate O., Wren, Daniel G., Jones, Keaton E., Abraham, David D., Kuhnle, Roger A., and Willson, Clinton S.

Subjects
BED load, SAND waves, REGRESSION analysis, GEOMETRIC analysis, TIME measurements, SEDIMENT transport
Abstract

The Integrated, Section Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying bedload in large sandbed rivers. Like all measurements, it is important to understand the uncertainty associated with the method before making management decisions based on its results. A methodology is presented for quantifying and combining the uncertainty for each component of the ISSDOTv2 method including particle density, bed porosity, acoustically measured bed topography, the timing of measurements, sand wave identification, and regression analysis used for geometric correction of bedload measurements. The approach provides an indication of the relative magnitude of each source of uncertainty in addition to the uncertainty in the final resultant transport rate. Laboratory flume measurements were used to evaluate the uncertainty limits and verify the approach. The greatest contributor to uncertainty was found to be the bathymetric uncertainty, and, at the highest transport rates, cumulative relative uncertainty was found to be approximately 10%. Cumulative relative uncertainties grew rapidly with decreasing flow rates, driven primarily by the higher relative contribution of the effect of bathymetric uncertainty on the smaller bedforms that are typically present at lower transport rates. The approach documented here will be transferrable to real-world systems to determine the uncertainty in measured bedload sediment transport rates using the ISSDOTv2 method. [ABSTRACT FROM AUTHOR]

Published
2023
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6. Incorporating Water Quality Analysis into Navigation Assessments as Demonstrated in the Mississippi River Basin

Author

Kleiss, Barbara A., primary, Murphy, Jennifer C., additional, Mayne, Casey M., additional, Allgeier, Jake P., additional, Edmondson, Amanda B., additional, Ginsberg, Katrina C., additional, Jones, Keaton E., additional, Lauth, Timothy J., additional, Moe, Emily L., additional, Murphy, Julie W., additional, and Allison, Mead A., additional

Published
2021
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7. Silver Creek: A study of stream velocities and erosion along the Ohio River near Clarksville, Indiana

Author

Jones, Keaton E.; Abraham, David D.; Bell, Gary L.; Clifton, Nate D., United States. Army. Corps of Engineers. Louisville District; United States. Army. Corps of Engineers; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.), Jones, Keaton E.; Abraham, David D.; Bell, Gary L.; Clifton, Nate D., and United States. Army. Corps of Engineers. Louisville District; United States. Army. Corps of Engineers; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.)

Abstract

ERDC /CHL TR-18-4 Silver Creek: A Study of Stream Velocities and Erosion along the Ohio River near Clarksville, Indiana McAlpine Lock and Dam Numerical Model Coastal and Hydraulics Laboratory Keaton E. Jones, David D. Abraham, Gary L. Bell, and Nate D. Clifton April 2018 Approved for public release; distribution is unlimited. The U.S. Army Engineer Research and Development Center (ERDC) solves the nation’s toughest engineering and environmental challenges. ERDC develops innovative solutions in civil and military engineering, geospatial sciences, water resources, and environmental sciences for the Army, the Department of Defense, civilian agencies, and our nation’s public good. Find out more at www.erdc.usace.army.mil. To search for other technical reports published by ERDC, visit the ERDC online library at http://acwc.sdp.sirsi.net/client/default. ERDC/CHL TR-18-4 April 2018 Silver Creek: A Study of Stream Velocities and Erosion along the Ohio River near Clarksville, Indiana McAlpine Lock and Dam Numerical Model Keaton E. Jones, David D. Abraham, Gary L. Bell, and Nate D. Clifton Coastal and Hydraulics Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Rd Vicksburg, MS 39180-6199 Final report Approved for public release; distribution is unlimited. Prepared for U.S. Army Corps of Engineers, Louisville District Mazzoli Federal Building 600 Dr. Martin Luther King Jr. Place Louisville, KY 40201-0059 Under Project No. 455010, “The Silver Creek Floodplain Management Services Project: A Study of Stream Velocities and Erosion along the Ohio River near Clarksville, Indiana” ERDC/CHL TR-18-4 ii Abstract The River Engineering Branch of the Coastal and Hydraulics Laboratory conducted a two-dimensional numerical model investigation of the Ohio River immediately downstream of McAlpine Lock and Dam. The right bank between river mile 605.5 and 606.5 (opposite the dam’s downstream set of tainter gates) has historically experienced stability issues. Condit

Published
2018

8. Bed-load and water surface measurements during the 2011 Mississippi River Flood at Vicksburg, Mississippi

Author

Jones, Keaton E.; Abraham, David D.; McAlpin, Tate O., United States. Army. Corps of Engineers. Mississippi Valley Division; United States. Mississippi River Commission; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.); Mississippi River Geomorphology and Potamology Program (U.S.), Jones, Keaton E.; Abraham, David D.; McAlpin, Tate O., and United States. Army. Corps of Engineers. Mississippi Valley Division; United States. Mississippi River Commission; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.); Mississippi River Geomorphology and Potamology Program (U.S.)

Abstract

Mississippi Valley Division Engineer Research and Development Center Bed-Load and Water Surface Measurements during the 2011 Mississippi River Flood at Vicksburg, Mississippi MRG&P Report No. 18 • April 2018 MRG&P Report No. 18 April 2018 Bed-Load and Water Surface Measurements during the 2011 Mississippi River Flood at Vicksburg, Mississippi Keaton E. Jones, David D. Abraham, and Tate O. McAlpin Coastal and Hydraulics Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180-6199 Final report Approved for public release; distribution is unlimited. Prepared for U.S. Army Corps of Engineers, Mississippi Valley Division Mississippi River Geomorphology & Potamology Program 1400 Walnut Street Vicksburg, MS 39180 Under Project 127672, “Bedload Measurement” MRG&P Report No. 18 ii Abstract The U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Field Data Collection and Analysis Branch collected bathymetry data and water surface elevations during the 2011 Flood. According to the gage at Vicksburg, MS, the flood peaked at a stage of 57.1 and a flow of 2,310,000 cubic feet per second (cfs) on 17 May 2011, both the highest of record. The reported water surface data include a continuous water surface profile from river mile (RM) 597 to RM 362 and water surface measurements in the vicinity of the Yazoo Backwater levee and Vicksburg, MS. Bathymetry data were also collected and include five sets of surveys, compatible with the Integrated Section Surface Difference over Time Version 2 (ISSDOTv2) method of measuring bed-load transport. These five sets were surveyed at flow rates between 1.6 million and 2.3 million cfs. ISSDOTv2 was used to calculate bed-load transport for the five sets of data. These new bed-load data populate the Lower Mississippi River bed-load rating curve at higher flows and provide a higher level of confidence in the higher-flow portions of the curve. The resulting curve can be a

Published
2018

9. Modeled sedimentation in the Lower White River countyline levee setback, Washington state: Comparison of 1D (HEC-RAS) and 2D (AdH) results

Author

Jones, Keaton E.; Dahl, Travis A.; Corum, Zachary P., United States. Army. Corps of Engineers. Seattle District; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.); Flood and Coastal Systems Research and Development Program (U.S.), Jones, Keaton E.; Dahl, Travis A.; Corum, Zachary P., and United States. Army. Corps of Engineers. Seattle District; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.); Flood and Coastal Systems Research and Development Program (U.S.)

Abstract

ERDC /CHL TR-18-9 Flood and Coastal Systems Research and Development Program Modeled Sedimentation in the Lower White River Countyline Levee Setback, Washington State Comparison of 1D (HEC-RAS) and 2D (AdH) Results Coastal and Hydraulics Laboratory Keaton E. Jones, Travis A. Dahl, and Zachary P. Corum July 2018 Approved for public release; distribution is unlimited. The U.S. Army Engineer Research and Development Center (ERDC) solves the nation’s toughest engineering and environmental challenges. ERDC develops innovative solutions in civil and military engineering, geospatial sciences, water resources, and environmental sciences for the Army, the Department of Defense, civilian agencies, and our nation’s public good. Find out more at www.erdc.usace.army.mil. To search for other technical reports published by ERDC, visit the ERDC online library at http://acwc.sdp.sirsi.net/client/default. Flood and Coastal Systems Research and Development Program ERDC/CHL TR-18-9 July 2018 Modeled Sedimentation in the Lower White River Countyline Levee Setback, Washington State Comparison of 1D (HEC-RAS) and 2D (AdH) Results Keaton E. Jones, Travis A. Dahl Coastal and Hydraulics Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Rd Vicksburg, MS 39180-6199 Zachary P. Corum U.S. Army Corps of Engineers, Seattle District 4735 E. Marginal Way South Seattle, WA 98134 Final report Approved for public release; distribution is unlimited. Prepared for U.S. Army Corps of Engineers Washington, DC 20314-1000 Under Project 454633, “Evaluation of Levee Setbacks and River Restoration Projects for Flood Risk Reduction” ERDC/CHL TR-18-9 ii Abstract The design of the Lower White River Countyline Setback Project in Washington State includes lowering an existing levee and constructing a new setback levee to allow the river to reconnect to an existing wetland. This study used two hydrodynamic and sediment transport models, Hydrologic Engineering Center-River Analysis System (

Published
2018

10. Sediment and hydraulic measurements with computed bed load on the Missouri River, Sioux City to Hermann, 2014

Author

Abraham, David D.; Ramos-Villanueva, Marielys; Pratt, Thad C.; Ganesh, Naveen B.; May, David P.; Butler, William C.; McAlpin, Tate O.; Jones, Keaton E.; Shelley, John E.; Pridal, Dan, United States. Army. Corps of Engineers. Kansas City District; United States. Army. Corps of Engineers. Omaha District; United States. Army. Corps of Engineers; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.), Abraham, David D.; Ramos-Villanueva, Marielys; Pratt, Thad C.; Ganesh, Naveen B.; May, David P.; Butler, William C.; McAlpin, Tate O.; Jones, Keaton E.; Shelley, John E.; Pridal, Dan, and United States. Army. Corps of Engineers. Kansas City District; United States. Army. Corps of Engineers. Omaha District; United States. Army. Corps of Engineers; Engineer Research and Development Center (U.S.); Coastal and Hydraulics Laboratory (U.S.)

Abstract

ERDC /CHL TR-17-8 Sediment and Hydraulic Measurements with Computed Bed Load on the Missouri River, Sioux City to Hermann, 2014 Coastal and Hydraulics Laboratory David Abraham, Marielys Ramos-Villanueva, Thad Pratt, Naveen Ganesh, David May, William Butler, Tate McAlpin, Keaton Jones, John Shelley, and Daniel Pridal May 2017 Approved for public release; distribution is unlimited. The U.S. Army Engineer Research and Development Center (ERDC) solves the nation’s toughest engineering and environmental challenges. ERDC develops innovative solutions in civil and military engineering, geospatial sciences, water resources, and environmental sciences for the Army, the Department of Defense, civilian agencies, and our nation’s public good. Find out more at www.erdc.usace.army.mil. To search for other technical reports published by ERDC, visit the ERDC online library at http://acwc.sdp.sirsi.net/client/default. ERDC/CHL TR-17-8 May 2017 Sediment and Hydraulic Measurements with Computed Bed Load on the Missouri River, Sioux City to Hermann, 2014 David Abraham, Marielys Ramos-Villanueva, Thad Pratt, Naveen Ganesh, David May, William Butler, Tate McAlpin, and Keaton Jones Coastal and Hydraulics Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180-6199 John Shelley U.S. Army Corps of Engineers, Kansas City District 601 E 12th St. Kansas City, MO 64106 Daniel Pridal U.S. Army Corps of Engineers, Omaha District 1616 Capitol Ave., Ste. 9000 Omaha, NE 68102 Final report Approved for public release; distribution is unlimited. Prepared for U.S. Army Corps of Engineers, Kansas City District 601 E 12th St. Kansas City, MO 64106 U.S. Army Corps of Engineers, Omaha District 1616 Capitol Ave., Ste. 9000 Omaha, NE 68102 Under Work Unit HC2022 ERDC/CHL TR-17-8 ii Abstract This work was performed to assist the U.S. Army Corps of Engineers, Omaha and Kansas City Districts, in quantifying sediment bed load and suspended load at several sites on

Published
2017

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