This drone photo shows the current dilapidated dock and the flooded parking lot (Lot 11) on the project site.
This drone photo shows the current flooded parking lot (Lot 1 - ODU Commuter Lot).
This landcover data set helps to visualize the surrounding area and its uses.
These areas of land will help in designing the living shoreline and flooding parking lot.
To analyze site characteristics and determine the suitability of potential solutions, the team has evaluated site map parameters following the guidance of the Living Shoreline Design Guidelines for Shore Protection in Virginia’s Estuarine Environments by the Virginia Institute of Marine Science (VIMS, 2010).
Shoreline orientation: SE
Shore length: 85 m
Shore morphology: Irregular
Nearshore Morphology:
Bars: None
Tidal Flats: None
(Google Earth)
Distance to the far shore along five lines, one perpendicular to the shore and two at 22.5 degree angles on either side. Useful for determining the wave energy of the shoreline.
298.12 ft = 0.056 mi
Distance to the farthest shore.
Determined in ArcGIS.
0.29 mi
Depth offshore: 0.5 - 1 m
Nearshore: 0.5 - 1 m
Bank height: 0 - 5 ft
(VIMS Shoreline Assessment Mapper)
Mean tide range: 2.5 - 3 ft (Hardaway, 2018)
Great diurnal (spring) tide ranges: 2.5 - 3 ft (Hardaway, 2018)
Mean Lower Low Water (MLLW): 2 ft (NOAA Tides and Currents)
EPR 1937/38 and 2017:
Very Low Accretion: +1 to 0 (ft/yr)
(Shoreline Studies Program)
Above: Comparison of the change in shoreline over time using Google Earth to determine erosion rate in specific stretches of the shore.
100 yr (1% chance of occurring any given year)
Relative to NAVD88: 8 ft (FEMA Flood Insurance Rate Maps)
Elevation Difference between NAVD88 and MLLW: 1.8 ft (Norfolk Naval Shipyard - NOAA Tides and Currents)
BFE relative to MLLW: 8 + 1.8 = 9.8 ft (Hardaway, 2018)