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Adaptations

Toward a More Resilient Future

The analysis of adaptations involved combinations of four potential methods to adapt level rise and increase precipitation: green infrastructure, storage solutions, conveyance, and barriers.

A map showing the crossing improvements, pump stations, control structure modifications, seawalls, storage areas, and swales involved in the resilience plan. The intent is to show the extensive efforts involved in the plan across Broward County.
Bioretention Area

Green Infrastructure

The County has historically promoted green infrastructure improvements and will continue to do so as a result of this Adaptation Plan. These adaptations are assumed to occur now and have the most positive impacts before sea level rise intensifies and the groundwater levels increase. The green infrastructure improvements include converting two-way roads to one-way roads with swales, as well as the rehabilitation of existing swales.

1,760

miles of roadway to be converted to one-way road plus swales

Dry Detention Pond / Recreation

Storage Solutions

In addition to the green infrastructure improvements, the County identified storage solutions to increase above-ground storage and recover underground storage where possible. Increasing above-ground storage is done through increasing planned pervious areas. Recovering underground storage can be accomplished by lowering the control elevation in the canal system (much like SFWMD does before present day storms) which naturally lowers the ground water levels ahead of the storms and thereby increases stormwater storage.

159

control structures require modification 

1,300

acres-ft of storage

Pump station

Conveyance

The Plan identifies locations where improved or additional conveyance (enlarged culverts, pipelines, pump stations) would be beneficial. Further, telemetry will be added to coordinate throughout the County. Conveyance is required because many of the County’s waterways drain into adjacent waterways via gravity systems. In the future, as the height of the drainage system increases to provide positive head against SLR, increased culvert size, improved crossings, and/or additional pumping stations will be required. This adaptation strategy includes the locations determined by the H&H modeling efforts to require upsized culverts, improved crossings, and/or pump stations in the future.

new pump stations

33

upgraded crossings

41

Raised sea wall

Flood Barriers

In coastal areas, increasing the height of existing seawalls and/or adding seawalls will provide significant protection against sea level rise. The height of the barriers is proportionate to the anticipated sea level rise. Additionally, the stormwater collection system in public roadways will have an outfall through these seawalls. These outfalls will require a unidirectional valve (or check valve), and many will require a pump station, depending on the ground elevation compared to the expected tidal levels.

190+

miles of enhanced seawalls

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