Technical Papers
Mar 3, 2020

Proof-of-Concept for Nonintrusive and Undisturbed Measurement of Sediment Infiltration Masses Using Gamma-Ray Attenuation

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 5

Abstract

Fine sediment infiltration into gravel riverbeds adversely affects the riverine ecology and influences hyporheic exchange processes. So far, different sampling methods have been utilized to measure the amount of infiltrated sediment masses in the field and laboratory. Most of these methods disturb the sediment bed, and only a few provide a vertical gradation of infiltrated sediment masses. Therefore, this study presents the proof-of-concept for a nonintrusive and nondestructive technique for measuring the masses of infiltrated fine sediments in high-resolution vertical profiles using the gamma-ray attenuation (GRA) method in laboratory flume experiments. First, the principal functionality of the GRA method was successfully tested on preliminary experiments, which consisted of a box filled with spheres, known masses of infiltrated sediments, and water. Afterward, the GRA method was applied in a laboratory flume with a simplified gravel bed to test the repeatability of the measuring concept under varying boundary conditions. The accuracy of the measured infiltration masses for the preliminary box tests show a deviation of less than 5% compared to gravimetrically determined masses, which proves the applicability of the GRA method. Furthermore, the repeatability tests of the flume experiments yielded deviations from 1.4% to 7.7%, which is still in an acceptable range, considering the complexity of the infiltration process. Based on the obtained results, the nonintrusive and nondestructive GRA method provides a profound basis for further in-depth investigations of fine sediment infiltration and accumulation in gravel riverbeds.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 5May 2020

History

Received: Apr 1, 2019
Accepted: Oct 14, 2019
Published online: Mar 3, 2020
Published in print: May 1, 2020
Discussion open until: Aug 3, 2020

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Ph.D. Candidate, Institute for Modelling Hydraulic and Environmental Systems, Univ. of Stuttgart, Stuttgart 70569, Germany; Lecturer, Environmental and Water Resources Engineering Faculty, Kabul Polytechnic Univ., Kabul 1010, Afghanistan (corresponding author). ORCID: https://orcid.org/0000-0003-2679-5799. Email: [email protected]
Technical Director of the Hydraulic Laboratory, Institute for Modelling Hydraulic and Environmental Systems, Univ. of Stuttgart, Stuttgart 70569, Germany. Email: [email protected]
Professor, Institute for Modelling Hydraulic and Environmental Systems, Univ. of Stuttgart, Stuttgart 70569, Germany. ORCID: https://orcid.org/0000-0001-6776-2446. Email: [email protected]
Professor, Faculty of Architecture and Civil Engineering, Univ. of Applied Science, Karlsruhe 76133, Germany; Head of the Hydraulic Laboratory, Institute for Modelling Hydraulic and Environmental Systems, Univ. of Stuttgart, Stuttgart 70569, Germany. Email: [email protected]

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