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This field is for sediment. Im taking the breach as the reference point where the water floods in and using that where I position the 5 main rows of components that come from that point. The size of “Y”s for those, whch are the biggest, is 2m. This might be too small comparing the fact that I end up with so many, specially when I start filling the gaps the main rows leave with smaller components, none of them larger than thos of the main rows. Im also going to reduce the areas of sediment influence of each component because when I checked with my test result, it wasnt that great of a scattering across and I also want to keep them as close as permissibly possible.

The selection of components when proliferated: the 10 degree rotation is located seaward wheras the 0 and 1s are towards the land. This is due to the fact that the water should decrease speed and sediment should not be clogged in the breach, whereas towards the land, the sediment should be trapped and let to build up. Height is kept at 6m constant throughout. Anything less than 6m will be covered by the high tide. Later differentiation of heights will be inputed.

So for v. 1.1: smaller sediment radius, double the size, to a 4m biggest component, hence less components on site but with the same variation between the main rows that come from the breach. Height variation in a later version, I still want to tweak the relationship of the components using same heights throughout the site.

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