Lake bank stabilization at Vivid Shores
At Vivid Shores in Bonita Springs, Florida, PROPEX® Armormax®, MIRAFI® FW403 and MIRAFI 140N stabilize lake banks exposed to wind-driven wave erosion. Completed sections are performing as designed.


Protecting shorelines from erosion

Protecting shorelines from erosion

Protecting shorelines from erosion
Lake bank stabilization at Vivid Shores
At Vivid Shores in Bonita Springs, Florida, PROPEX® Armormax®, MIRAFI® FW403 and MIRAFI 140N stabilize lake banks exposed to wind-driven wave erosion. Completed sections are performing as designed.
Crowne point country club case study
Crowne Point Country Club rehabilitated a deteriorated Vermont access road with MIRAFI H2Ri, using active moisture management to address saturated soils, frost-related distress and subgrade instability.
GSE HD geomembrane lined salt ponds ensure long-term brine containment
GSE® HD geomembrane lined over 3.4 million m² of evaporation ponds to prevent brine seepage under extreme heat and UV exposure. This continuous barrier eliminated salt discharge and protected the surrounding environment.
Private residential development has increased significantly over the past 50 years along the south shore of Central Nebraska Public Power and Irrigation District’s (CNPPID) Lake McConaughy. Many of the residential homes are located near property boundaries, close to the cliffs, and include structures that allow residents to enjoy the view over the lake. The lake’s shoreline consists of vertical cliffs, the result of decades of wind, wave, and ice erosion. Left unchecked, this erosion will progress beyond the property boundaries and eventually compromise the stability of homes built along the top of the cliffs. CNPPID has attempted to arrest this erosion by constructing seawall and riprap revetments with limited success.
Erosion to the eastern bluff face had caused undercutting that was approximately 4.9 m (16 ft) high along the face and 168 m (550 ft) long. To reach the needed height of 5 m (16.5 ft), the erosion control structure required three levels of geotextile tubes.
GEOTUBE® TC1200MB units were selected to provide erosion control because they can be filled using on site materials, making them a more efficient solution than importing stone. Each layer was a minimum of 9 m (30 ft) in circumference and filled with a pumped sand slurry to a minimum of 1.7 m (5.5 ft) high. The tubes were fabricated with flat ends to achieve a continuous level top surface of each level.
The geotextiles tubes are exposed to the elements most of the year, so the geotextile must be a high strength tri-composite that has high UV and abrasion resistance to withstand the impact of ice flow and debris. Three layers of 9 m (30 ft) geotextile-tube units were installed to protect 174 m (572 ft) of shoreline. This project successfully stabilized the shoreline along the cliff, protecting at least three homes from collapsing into the lake.