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Water Resources of Colorado

Bed-Material Entrainment Potential, Roaring Fork River at Basalt, Colorado

by John G. Elliott

Available from the U.S. Geological Survey, Branch of Information Services, Box 25286, Denver Federal Center, Denver, CO 80225, USGS Water-Resources Investigations Report 02-4223, 33 p., 7 figs.

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Abstract

The Roaring Fork River at Basalt, Colorado, has a frequently mobile streambed composed of gravel, cobbles, and boulders. Recent urban and highway development on the flood plain, earlier attempts to realign and confine the channel, and flow obstructions such as bridge openings and piers have altered the hydrology, hydraulics, sediment transport, and sediment deposition areas of the Roaring Fork. Entrainment and deposition of coarse sediment on the streambed and in large alluvial bars have reduced the flood-conveying capacity of the river. Previous engineering studies have identified flood-prone areas and hazards related to inundation and high streamflow velocity, but those studies have not evaluated the potential response of the channel to discharges that entrain the coarse streambed. This study builds upon the results of earlier flood studies and identifies some potential areas of concern associated with bed-material entrainment.

Cross-section surveys and simulated water-surface elevations from a previously run HEC˝RAS model were used to calculate the boundary shear stress on the mean streambed, in the thalweg, and on the tops of adjacent alluvial bars for four reference streamflows. Sediment-size characteristics were determined for surficial material on the streambed, on large alluvial bars, and on a streambank. The median particle size (d50) for the streambed samples was 165 millimeters and for the alluvial bars and bank samples was 107 millimeters.

Shear stresses generated by the 10-, 50-, and 100-year floods, and by a more common flow that just inundated most of the alluvial bars in the study reach were calculated at 14 of the cross sections used in the Roaring Fork River HEC˝RAS model. The Shields equation was used with a Shields parameter of 0.030 to estimate the critical shear stress for entrainment of the median sediment particle size on the mean streambed, in the thalweg, and on adjacent alluvial bar surfaces at the 14 cross sections.

Sediment-entrainment potential for a specific geomorphic surface was expressed as the ratio of the flood-generated boundary shear stress to the critical shear stress (to/tc) with respect to two threshold conditions. The partial entrainment threshold (to/tc=1) is the condition where the mean boundary shear stress (to) equals the critical shear stress for the median particle size (tc) at that cross section. At this threshold discharge, the d50 particle size becomes entrained, but movement of d50-size particles may be limited to a few individual particles or in a small area of the streambed surface. The complete entrainment threshold (to/tc=2) is the condition where to is twice the critical shear stress for the median particle size, the condition where complete or widespread mobilization of the d50 particle-size fraction is anticipated.

Entrainment potential for a specific reference streamflow varied greatly in the downstream direction. At some cross sections, the bed or bar material was mobile, whereas at other cross sections, the bed or bar material was immobile for the same discharge. The significance of downstream variability is that sediment entrained at one cross section may be transported into, but not through, a cross section farther downstream, a situation resulting in sediment deposition and possibly progressive aggradation and loss of channel conveyance.

Little or no sediment in the d50-size range is likely to be entrained or transported through much of the study reach by the bar-inundating streamflow. However, the entrainment potential at this discharge increases abruptly to more than twice the critical value, then decreases abruptly, at a series of cross sections located downstream from the Emma and Midland Avenue Bridges. Median particle-size sediment is mobile at most cross sections in the study reach during the 10-year flood; however, the bed material is immobile at cross sections just upstream from the Upper Bypass and Midland Avenue Bridges. A similar situation exists upstream from all three bridges in the study reach for the 50- and 100-year floods. Anecdotal evidence and aerial photographs from 1987, 1997, and 2000 indicate streambed aggradation or alluvial bar formation upstream from each bridge.

The reach downstream from the Upper Bypass Bridge was characterized by a consistently moderate to high entrainment potential at the 10-, 50-, and 100-year floods. Moderate to high entrainment potential in this reach may be a relict condition from a late-19th century effort to straighten the channel, an action that consequently steepened the channel as well. The potential for bed-material entrainment at all simulated flood discharges in this reach could indicate that this reach is an efficient transporter of supplied sediment. The river reach between the confluence of the Fryingpan River and the Midland Avenue Bridge is hydraulically complex, geomorphically dynamic, and not well represented by the HEC˝RAS one-dimensional streamflow model used in this study. Aerial photography and anecdotal evidence indicate this reach recently has been an area of streambed deposition.

Entrainment estimates in this report are limited by the precision and availability of data that were used to calculate shear stresses under the discharge scenarios. The location and spacing of cross sections, the resolution of channel geometry from widely spaced surveyed points, and the model-generated water-surface slopes from the HEC˝RAS model are relatively insensitive to the scale and scope of this investigation, the main flood-conveying channel where entrainable sediment is stored. Additional sediment measurements or onsite observation of sediment entrainment would allow calculation of the Shields parameter, rather than an estimate. More topographic detail of the streambed and channel in some reaches would allow more precise estimates of shear stress and sediment-entrainment potential.


Table of Contents

Abstract

Introduction

Purpose and Scope

Acknowledgments

Study Area

Previous Investigations

Study Methods

Bed-Material Entrainment Estimation

Water-Surface Profiles and Hydraulic Geometry

HECşRAS Calculations

Additional Water-Surface Profiles

Hydraulic Geometry

Bed-Material Characteristics

Sampling Sites

Size Analysis

Flood-Generated Shear Stress and Entrainment Potential

Shear Stress Estimation

Critical Shear Stress

Entrainment Potential

Analysis

Summary

References Cited


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