Dredging the Schwarze Elster River with GEOTUBE
Discover how GEOTUBE® dewatering systems helped manage 10,000 m³ of sediment from the Schwarze Elster River, delivering an effective dewatering, containment and cost-effective solution.



Dredging the Schwarze Elster River with GEOTUBE
Discover how GEOTUBE® dewatering systems helped manage 10,000 m³ of sediment from the Schwarze Elster River, delivering an effective dewatering, containment and cost-effective solution.
Omega Mine extends AMD treatment capacity with dewatering
At Omega Mine in West Virginia, GEOTUBE® GT500 units help the West Virginia Department of Environmental Protection treat and dewater acid mine drainage from abandoned mines while supporting long-term capacity and compliance.
Dredging and reuse of contaminated sediments
Embraport used dewatered contaminated sediments as structural fill within its terminal platform, saving 400,000 m3 of imported material and reducing earthfill platform costs by 20% to 30%.
In 2020, the Municipality of Anchorage’s Solid Waste Services department (SWS) decided to expand its landfill capacity by adding a new cell 9 and tying it to a number of existing cells in close proximity. Alaska Aggregate Products, LLC (AAP) was awarded the geosynthetics and piping contract and chose Solmax to supply all of the required geosynthetics. AAP installed approximately 650,000 ft² (60,000 m²) of a composite liner system for the new cell. The liner composite system consisted of BENTOLINER® NW Geosynthetic Clay Liner (GCL), 80mil (2mm) double-sided textured GSE® HD liner and a 16 oz (450 g) cushion geotextile with a HDPE Leachate Collection Piping System.
For this project, a site-specific slope-stability analysis was performed by the engineering firm, Bristol Engineering Services Company, LLC. The specifications called for a GCL material that had already been tested and met the requirements. Bristol required interface-shear testing on the BENTOLINER NW GCL provided by Solmax to ensure that it met all requirements for the site specification, specifically 02078 2.3 C 8: “Interfaces shall have at a minimum a friction angle of 11.5 degrees and a cohesion of 250 psf, or equivalent combination of Mohr-Coulomb strength parameters, across the range of normal loads and displacements tested.”
Solmax performed all testing and provided all of the data to show that its BENTOLINER NW material exceeded all requirements for the specifications. All testing results were delivered on time and without any impact on the project’s schedule.
Two significant challenges facing Solmax were the logistics and long lead times of getting materials to Alaska, while also keeping the project on track during those months when Alaska has the most rain. APP took advantage of every good weather day by working longer hours, and deploying as much GCL and liner as possible, in order to complete the job on schedule and within budget. Solmax’s logistics department worked closely with AAP and AAP’s freight subcontractor to schedule and ensure on-time delivery of all materials.