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%.
MSW incineration and power plant platform, Yuxi City, Yunnan Province, China
A USD 50 million MSW incineration plant in Yuxi City uses reinforced segmental block retaining walls to form platforms in rugged terrain and process up to 1,000 tonnes of waste per day while generating electricity.
The Seri Tanjung Pinang Phase 2B (STP2B) project represents a major advancement in coastal reclamation technology and engineering. The primary objective, as defined by the client's needs, was the construction of an effective perimeter dyke around STP2B to significantly mitigate the occurrence of sediment plumes and prevent the loss of infilling sand material. This was pivotal not only for the structural integrity of the reclamation but also for the environmental sustainability of the surrounding marine areas.
One of the critical components in the execution of the STP2B project was the innovative use of GEOTUBE containers, essential for the construction of the perimeter dyke. The process entailed intricate and precise steps beginning with securing 50 m (54 ft) long GEOTUBE containers with triangular shaped end spreaders on a flat-bottom barge. These spreaders were carefully lowered onto the water surface using cranes, a crucial step requiring high precision to ensure the correct placement and orientation. Divers then connected slurry filling hoses to the GEOTUBE container inlet ports. The containers were subsequently lowered underwater to their designated locations, marking the beginning of the infilling process. This process was continuously monitored until the containers reached their designated height of 2.3 m (7.5 ft), after which the infilling was terminated, the slurry filling hose retrieved, and the inlet ports sealed by divers.
The project faced numerous challenges that tested the limits of traditional engineering solutions:
1. Environmental and temporal limitations: Given the sensitive nature of the marine environment, the project had limited windows each day to perform installations, dictated by variable weather conditions, tidal fluctuations, and strong underwater currents.
2. Precision requirements: The necessity for high accuracy in the placement of GEOTUBE containers was critical due to the need for stacking three layers of these containers accurately, a task compounded by the challenging underwater conditions.
To address these challenges, the project team ensured that all preparations were meticulously planned and executed. The use of advanced GPS technology facilitated precise positioning and tracking of GEOTUBE container placements, ensuring each was deployed accurately according to the project's stringent specifications.
The STP2B project demonstrated significant innovation in the GEOTUBE container installation method, which notably minimized required labor and enhanced overall construction safety. This systematic approach alleviated the uncertainties associated with deep-water GEOTUBE container filling and positioning, thus significantly lowering the barriers to their installation under challenging conditions. Moreover, the method boosted construction efficiency and safety, displaying a significant improvement over traditional method.
The primary material used in the construction was the GEOTUBE Marine units. This product was selected for its exceptional properties, including high tensile strength and low elongation, which enabled the GEOTUBE Marine units to withstand the substantial forces exerted during the infilling process. These properties were crucial for reaching the required height of 2.3 m (7.5 ft) with a minimal area footprint while maintaining structural integrity under significant water depth pressures.
The GEOTUBE Marine units were selected due to their specially engineered woven fabric, which provided necessary strength and durability under the strenuous conditions of this project. The design of the GEOTUBE Marine units allowed for a reduced area footprint and effective containment of sediment, crucial for minimizing environmental impact and enhancing the efficiency of the reclamation process.
Alternative solutions were considered, but the GEOTUBE Marine units were chosen for its ability to meet stringent technical requirements and tight project timelines without compromising on quality or environmental safety.
This project highlighted several important lessons regarding the use of GEOTUBE Marine technology in coastal engineering:
Feasibility: Deep water GEOTUBE Marine technologycontainer construction was shown to be practical with careful design and execution planning, a critical insight for similar future projects.
Environmental impact: Monitoring data indicated a rapid reduction in total suspended solid levels post-infilling, confirming the GEOTUBE Marineunits’ effectiveness in environmental protection and compliance with sustainability goals*.
By integrating advanced GEOTUBE Marine technology with meticulous project planning and execution, the initiative successfully addressed the complex challenges posed by environmental conditions and logistical constraints. The strategic application of this technology not only preserved the ecological balance of the surrounding marine areas but also enhanced the structural integrity and longevity of the reclamation site, providing significant cost efficiencies and environmental benefits. This project serves as an example for engineers and project managers worldwide, illustrating the effectiveness of embracing advanced technologies in modern engineering projects.
* Chew, S. H., Soh, J. M., Lim, L. K., Tan, J. Y., Siew, K. H., & Ang, C. P. (2023). Installation of geotextile tubes as perimeter bund in mega-reclamation project at Penang, Malaysia. Presented at the Geosynthetics Conference 2023, Advanced Textiles Association, 433