Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado

<p> This study investigated the effects of riparian vegetation on sediment transport rates and flow dynamics in the South Platte River just downstream of Fort Lupton, Colorado. FaSTMECH, a two-dimensional coupled fluvial and hydraulic model, was used to compute flow characteristics (velocity a...

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Main Author: Sprouse, Garrett William
Language:EN
Published: University of Colorado at Boulder 2016
Subjects:
Online Access:http://pqdtopen.proquest.com/#viewpdf?dispub=10162882
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spelling ndltd-PROQUEST-oai-pqdtoai.proquest.com-101628822016-12-01T15:56:53Z Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado Sprouse, Garrett William Hydrologic sciences|Geomorphology|Civil engineering <p> This study investigated the effects of riparian vegetation on sediment transport rates and flow dynamics in the South Platte River just downstream of Fort Lupton, Colorado. FaSTMECH, a two-dimensional coupled fluvial and hydraulic model, was used to compute flow characteristics (velocity and depth) in addition to sediment mobility characteristics (shear stress and sediment flux) for four discharge levels ranging from 5% of bankfull flow to bankfull flow (Qbf). Estimates of a dimensionless drag coefficient (Cd) representative of the middle-aged bushy willows found on the river banks at the study site were used to create a spatially variable roughness in the model throughout the river reach. Model results show that during average annual flood events, vegetation on the river banks causes increased drag forces on the flow, leading to an increased proportion of flow being diverted into the main channel and resulting in higher velocities. The spatial distribution of shear stresses collapse under these conditions with an order of magnitude decreases over river banks and significant increases throughout the main channel. Sediment fluxes in the reach increase by nearly an order of magnitude with the presence of bank vegetation, however, the greatest differences occur during Qbf when the highest fraction of the sediment is mobile. Further analysis of vegetation effects was conducted by performing a sensitivity analysis by altering the representative non-dimensional vegetation drag coefficient by as much as +/- 400%. These alterations represent differences in vegetation density, height, orientation, leafy/leafless structure, age, rigidity, and vegetation type. Although there is a relationship between sediment fluxes and changes in Cd, there only exists a 14% increase in transport at Qbf between the two exterior limits of Cd.</p> University of Colorado at Boulder 2016-11-29 00:00:00.0 thesis http://pqdtopen.proquest.com/#viewpdf?dispub=10162882 EN
collection NDLTD
language EN
sources NDLTD
topic Hydrologic sciences|Geomorphology|Civil engineering
spellingShingle Hydrologic sciences|Geomorphology|Civil engineering
Sprouse, Garrett William
Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado
description <p> This study investigated the effects of riparian vegetation on sediment transport rates and flow dynamics in the South Platte River just downstream of Fort Lupton, Colorado. FaSTMECH, a two-dimensional coupled fluvial and hydraulic model, was used to compute flow characteristics (velocity and depth) in addition to sediment mobility characteristics (shear stress and sediment flux) for four discharge levels ranging from 5% of bankfull flow to bankfull flow (Qbf). Estimates of a dimensionless drag coefficient (Cd) representative of the middle-aged bushy willows found on the river banks at the study site were used to create a spatially variable roughness in the model throughout the river reach. Model results show that during average annual flood events, vegetation on the river banks causes increased drag forces on the flow, leading to an increased proportion of flow being diverted into the main channel and resulting in higher velocities. The spatial distribution of shear stresses collapse under these conditions with an order of magnitude decreases over river banks and significant increases throughout the main channel. Sediment fluxes in the reach increase by nearly an order of magnitude with the presence of bank vegetation, however, the greatest differences occur during Qbf when the highest fraction of the sediment is mobile. Further analysis of vegetation effects was conducted by performing a sensitivity analysis by altering the representative non-dimensional vegetation drag coefficient by as much as +/- 400%. These alterations represent differences in vegetation density, height, orientation, leafy/leafless structure, age, rigidity, and vegetation type. Although there is a relationship between sediment fluxes and changes in Cd, there only exists a 14% increase in transport at Qbf between the two exterior limits of Cd.</p>
author Sprouse, Garrett William
author_facet Sprouse, Garrett William
author_sort Sprouse, Garrett William
title Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado
title_short Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado
title_full Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado
title_fullStr Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado
title_full_unstemmed Coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the South Platte River, Colorado
title_sort coupling fluvial-hydraulic models to study the effects of vegetation on sediment transport and flow dynamics in the south platte river, colorado
publisher University of Colorado at Boulder
publishDate 2016
url http://pqdtopen.proquest.com/#viewpdf?dispub=10162882
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