Abstract

Several methods have been developed to estimate critical shear stress τc and the erodibility coefficient kd for cohesive stream banks/beds. This research compares estimates of these parameters between an in situ minijet device and a laboratory pressurized conduit flume. Estimates for τc between the two devices for the same soils were in general agreement compared with kd, especially for shear magnitudes greater than 5 Pa and consolidated soil with moisture contents greater than 20%. However, kd erodibility estimates between devices were significantly different. Operation of the minijet device applied a unique multiple-pressure setting (MPS) procedure that accounts for the change in soil properties with depth from the bank face. Both the minijet MPS approach and a conduit flume appeared to reduce the effect of surface subaerial process on erodibility parameter measurements, where τc and kd estimates were more similar compared with single-pressure test estimates using the Blaisdell, iterative solution, and scour depth solution computational procedures. Findings suggest τc and kd estimates are dependent on the device hydraulics, computational method, and soil properties.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was funded by Grant No. RES#2013-36 from the Tennessee Department of Transportation (TDOT). The authors would also like to thank Robert Thomas of USDA and Dr. Garey Fox at North Carolina State University for sharing spreadsheets to analyze the jet test device field data. Construction of the minijet device and conduit flume test chamber was completed by Ken Thomas and Larry Roberts at the University of Tennessee Civil Engineering Machine Shop. We appreciated an initial review of the manuscript by Dr. Thanos Papanicolaou, and his assistance with Dr. Chris Wilson on pressure conduit flume operations. Student field assistance was provided by Mollika Roy. We thank Dr. Daniel Yoder for review of the study design and results.

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Journal of Hydraulic Engineering
Volume 148Issue 1January 2022

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Received: Oct 9, 2020
Accepted: Jul 7, 2021
Published online: Nov 9, 2021
Published in print: Jan 1, 2022
Discussion open until: Apr 9, 2022

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Assistant Professor, Dept. of Water Resources Engineering, Bangladesh Univ. of Engineering and Technology (BUET), Dhaka 1000, Bangladesh (corresponding author). ORCID: https://orcid.org/0000-0003-1835-4926. Email: [email protected]
John S. Schwartz, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. Email: [email protected]
Theresa M. Wynn-Thompson, Ph.D., A.M.ASCE https://orcid.org/0000-0003-4441-4697 [email protected]
Associate Professor, Biological Systems Engineering, Virginia Tech, Blacksburg, VA 24061. ORCID: https://orcid.org/0000-0003-4441-4697. Email: [email protected]
Angelica M. Palomino, Ph.D. [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. Email: [email protected]
Jon Zirkle, M.ASCE [email protected]
C.E. Manager 2, Region 3, Project Development, Tennessee Dept. of Transportation (TDOT), 6601 Centennial Blvd., Nashville, TN 37243. Email: [email protected]

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