Volume calculation methodology Sample Clauses

Volume calculation methodology. The volume of sand needed to replenish the beaches along the Rhode Island south shore was calculated as a simple volume of sand yd3 (m3) per yard (meter) of shoreline length. While the entire shoreline between Napatree Point and Point Xxxxxx (Figure 9) encompasses approximately 24 miles (38 km) of linear shoreline, the undeveloped barriers (Napatree, Mashaug, Quonochontaug, East Beach, Quonochontaug and Moonstone [(9 miles) (14.5 km)] were excluded from the volume calculations in this report. Under the current coastal regulations and property ownership, these barriers will remain undeveloped in the near future, and natural processes should be allowed continue to operate on these barriers without replenishment. The till boulder and discontinuous bedrock headlands, [(3.4 miles) (5.5 km)] (Weekapaug, Green Hill, Point Xxxxxx and portions of Watch Hill and Quonochontaug) were also excluded. Additionally, while not part of the Rhode Island south shore, Scarborough State Beach [(3.4 miles) (1.5 km)] and the portion of the Narragansett Barrier that encompasses Narragansett Town Beach [(0.6 miles) (1 km)] were included in this analysis as beaches possibly replenished in the future. Taken together, this represents potentially replenished shoreline length of approximately 12.4 miles (20 km). Various levels of replenishment, ranging from small-sale replenishment (widening the berm with no significant additions to the foredune/dike), to large-scale projects (constructing dikes and significant berm widening) were considered. The small-scale, berm only replenishment was based on the average alongshore volume of sand placed on Misquamicut State Beach in May 2014 ([85 yd 3 yd-1] [65 m3 m-1]). Large-scale replenishment was considered as significant widening of the berm and enlargement of the foredune/dike, similar to the model presented for Mantoloking, NJ (USACE, 2013b), and represents an increase in 400 yd3 yd-1 (305 m3 m-1). A ‘moderate’ scale replenishment volume with an arbitrary volume of 200 yd3 yd-1 (150 m3 m-1) was included in the subsequent calculations. Project cost was estimated based on the two possible sources of sediment using recent local and regional projects, and were averaged as a ‘total cost’ (i.e. the project cost/volume of sand). The cost for upland sources was based on the 2014 replenishment of Misquamicut State Beach $36 yd-3 ($47 m-3). Costs for offshore sources of replenishment sand vary from $5 to $15 yd-3 ($6.5 to $20 m-3) (Kana, 2012). Recent p...
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