Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics

The flow of water in a soil pipe and the resulting erosion of the soil pipe wall is simulated using a numerical solution of the Reynolds-averaged Navier–Stokes equations coupled with the well-known linear excess shear stress equation and the governing equation for transport of suspended sediment in...

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Main Authors: J.L. Nieber, G.V. Wilson, G.A. Fox
Format: Article
Language:English
Published: Wiley 2019-07-01
Series:Vadose Zone Journal
Online Access:https://dl.sciencesocieties.org/publications/vzj/articles/18/1/180175
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author J.L. Nieber
G.V. Wilson
G.A. Fox
author_facet J.L. Nieber
G.V. Wilson
G.A. Fox
author_sort J.L. Nieber
collection DOAJ
description The flow of water in a soil pipe and the resulting erosion of the soil pipe wall is simulated using a numerical solution of the Reynolds-averaged Navier–Stokes equations coupled with the well-known linear excess shear stress equation and the governing equation for transport of suspended sediment in turbulent flow. The modeling results are compared with an experiment in which the entrance to the soil pipe constructed in a laboratory flume was subjected to a constant head of water in a reservoir. The modeled pipe discharge was in good agreement with the measured results when roughness was imposed on the pipe wall. The temporal growth of the soil pipe was in good agreement with the experimental results when using a soil erodibility coefficient of 0.0025 s/m. Several assumptions were made in model formulation, the most significant being that the soil pipe grows uniformly along its length and that no sediment deposition occurs. Recommendations for future work regarding these assumptions as well as others are discussed.
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spelling doaj.art-01c0f0f524974e5883d0e44475650a372022-12-22T03:15:21ZengWileyVadose Zone Journal1539-16632019-07-0118110.2136/vzj2018.09.0175Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry DynamicsJ.L. NieberG.V. WilsonG.A. FoxThe flow of water in a soil pipe and the resulting erosion of the soil pipe wall is simulated using a numerical solution of the Reynolds-averaged Navier–Stokes equations coupled with the well-known linear excess shear stress equation and the governing equation for transport of suspended sediment in turbulent flow. The modeling results are compared with an experiment in which the entrance to the soil pipe constructed in a laboratory flume was subjected to a constant head of water in a reservoir. The modeled pipe discharge was in good agreement with the measured results when roughness was imposed on the pipe wall. The temporal growth of the soil pipe was in good agreement with the experimental results when using a soil erodibility coefficient of 0.0025 s/m. Several assumptions were made in model formulation, the most significant being that the soil pipe grows uniformly along its length and that no sediment deposition occurs. Recommendations for future work regarding these assumptions as well as others are discussed.https://dl.sciencesocieties.org/publications/vzj/articles/18/1/180175
spellingShingle J.L. Nieber
G.V. Wilson
G.A. Fox
Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics
Vadose Zone Journal
title Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics
title_full Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics
title_fullStr Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics
title_full_unstemmed Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics
title_short Modeling Internal Erosion Processes in Soil Pipes: Capturing Geometry Dynamics
title_sort modeling internal erosion processes in soil pipes capturing geometry dynamics
url https://dl.sciencesocieties.org/publications/vzj/articles/18/1/180175
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AT gvwilson modelinginternalerosionprocessesinsoilpipescapturinggeometrydynamics
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