Subbottom Hydro-Acoustic Survey of Clinch River and Poplar Creek

I. Purpose

The purpose of this interagency agreement is for the Waterways Experiment Station of the U.S. Army Corps of Engineers to provide technical service for the Department of Energy's Clinch River Environmental Restoration Program. The Corps of Engineers will conduct a hydro-acoustic study of the Clinch River arm of Watts Bar Reservoir to determine the distribution, thickness, and type of bottom sediments that have accumulated since completion of Watts Bar Dam in 1942. Additional information about the location of sediment interfaces and volume of detected sediment types will also be reported.

II. Scope of Work

The U.S. Army Corps of Engineers Waterways Experiment Station (WES) has developed, through the Dredging Research Program (DRP), a rapid geophysical technique to determine material characteristics of bottom and subbottom sediments. Acoustic impedance values determined from the seismic reflection data are directly related to the density and material type of the subbottom sediments. Results to date indicate good correlation between the values determined with this technique and in situ information collected at several sites.

The objective of this task is to quantify with depth the density and type of bottom and subbottom sediments up to depths of 15 ft below the bottom surface along the Clinch River and Poplar Creek, TN. The Clinch River study area extends from River Mile (RM) 0 at the confluence with the Tennessee River to RM 21.7 at the Highway 95 Bridge. The Poplar Creek study area begins at the confluence with Clinch River (RM 0) and extends 2.2 miles upstream to the first highway bridge. The results will supplement sediment core samples previously taken in each study area by providing continuous profile line coverage along the entire length of the study area. This information will facilitate the accurate positioning of any future sediment samples as may be required by the Clinch River Environmental Restoration Program.

An array of geophysical instruments will be utilized to meet the objectives of the investigation. The basic suite of systems include:

a) a 3.5 kHz high resolution 'pinger' system,
b) a 1.0 to 10.0 kHz high definition, broad spectrum acoustic profiling 'chirp' system, and
c) a dual frequency side-scan sonar system.

This equipment will be used to produce the necessary seismic energy to obtain reflection signatures from the bottom and subbottom lacustrine sediments. Primary channels of acoustic data will be acquired with a digital data acquisition system. Data are collected in near real-time during the survey allowing continual data quality control. Data analysis and processing will be performed post-survey at the WES. Acquisition and interpretation of traditional 'shades-of-gray' analog reflection records will be performed concurrently with the digital acoustic impedance techniques.

A dual frequency side scan sonar will be towed during the survey to provide increased areal bottom coverage and detect any possible dredging or navigation hazards. Although entirely qualitative, the side scan sonar data can be interpreted to differentiate bottom sediments in terms of material types, such as sands versus clays, in a rapid, continuous manner.

Proposed Survey. The proposed survey along the Clinch River and Poplar Creek are outlined as follows:

a) Survey of Clinch River. The Clinch River study area begins at the confluence with the Tennessee River (RM 0) and extends 21.7 miles upstream to the Highway 95 Bridge (see Figure 1). The proposed survey consists of five profile lines along the length of the river. One survey line will be conducted along the center line of the original river channel and the remaining lines positioned at distances of 100 and 200 ft along either side of the center line. Additional survey lines in the wider bends of the river, tributaries, and navigable bays will also be performed. These lines may be dependent on the water level in the reservoir. Additional survey lines will also be performed depending on actual subbottom conditions or as requested by ORNL personnel.

b) Survey of Poplar Creek. The Poplar Creek study area begins at the confluence with the Clinch River (RM 0) and extends 2.2 miles upstream to the first bridge crossing (see Figure 6). The confluence is located at RM 12 of the Clinch River.

Technical Contact
Keith J. Sjostrom
Engineering Geophysics Branch
Waterways Experiment Station
U.S. Army Corps of Engineers
Vicksburg, Mississippi
(601) 634-2962

ORNL Clinch River Environmental Restoration Program / The Visualization Group