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https://hdl.handle.net/11681/26643
Title: | Nearshore placement techniques in southern Lake Michigan |
Authors: | Arnold, David E. McFall, Brian C. Brutsche, Katherine E. Maloney, Erin C. Bucaro, David F. |
Keywords: | Dredging Dredging spoil Environmental management Michigan, Lake--Shorelines Sedimentation and deposition Sediment transport Shorelines--Monitoring |
Publisher: | Coastal and Hydraulics Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Technical Report (Engineer Research and Development Center (U.S.) ) ; no. ERDC/CHL TR-18-3 |
Abstract: | The shorelines near the Port of Indiana and Waukegan Harbor in southern Lake Michigan were analyzed using historical aerial photography, direct beach and nearshore placement records, and the U.S. Geological Survey Digital Shoreline Analysis System. The shoreline analysis was compared to the results of the U.S. Army Corps of Engineers Sediment Mobility Tool. High water levels and significant storms led to erosive conditions in the 1980s. During the 1990s and 2000s, nearshore placement of locally dredged sediment likely contributed to the recovery of these shorelines. The current nearshore placement technique consists of placing sediment in 5.5 meters (18 feet) of water in small discrete mounds to prevent the sediment from obstructing the hanging gates of the scow from closing. The sediment will be mobilized more frequently, and more energy will be dissipated if the dredged sediment is placed in shallower depths in the shape of an elongated bar or mound. Two potential methods to accomplish this are to restrict the placement area for a project to a much smaller area in the larger permitted nearshore placement area and to light load the scows to reduce the draft for shallower placement. |
Description: | Technical Report |
Gov't Doc #: | ERDC/CHL TR-18-3 |
Rights: | Approved for Public Release; Distribution is Unlimited |
URI: | http://hdl.handle.net/11681/26643 http://dx.doi.org/10.21079/11681/26643 |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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ERDC-CHL TR-18-3.pdf | 14.12 MB | Adobe PDF | View/Open |