Characteristics of Fluvial Bed Material In and Adjacent to Instream Aggregate Extraction Pits Along the Bouie River in Hattiesburg, Mississippi

Document Type

Article

Publication Date

2012

Department

Geography and Geology

School

Biological, Environmental, and Earth Sciences

Abstract

A characterization of channel-bed and bottom sediments adjacent to and along a 3.6 mi (5.8 km) reach of inundated aggregate extraction pits along the Bouie River in Hattiesburg, Mississippi, was made to infer compositional differences upstream and downstream of the disturbed reach. Sedimentary data reveal the following: (i) organic carbon content of fine-grained pit bottom sediments systematically increases with depth and, thus, exhibits an inverse relationship with particle size; (ii) maximum organic carbon content of pit bottom sediments approaches 6.0%; (iii) particle size distributions of gravel and sand channel-bed deposits upstream and downstream of the extraction pit reach are quite similar, with median values mostly ranging from 10 to 20 mm for gravelly sites and 0.38 to 0.40 mm for sandy sites; (iv) pit bottom sediments display a general downstream-fining sequence from medium to coarse sands near channel inflows to fine-grained muds near pit outflows; and (v) variability in particle-size trends of pit bottom sediments is attributed to a subaqueous delta slope and relatively narrow zones that exhibit greater flow velocities during infrequent floods. The results indicate that well-documented channel changes downstream of the extraction pit reach are not necessarily contingent on changes to bed material composition, but are attributed to the overall decrease in sediment load. Furthermore, downstream sediment loads will not be fully restored to pre-disturbance conditions until the extraction pits are completely infilled with basal muds, overlying delta slope sands, and sand and gravel channel bars.

Publication Title

Gulf Coast Association of Geological Societies Transactions

Volume

2012

First Page

145

Last Page

161

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