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==Null-point hypothesis==
The null-point hypothesis explains how [[sediment]] is deposited throughout a shore profile according to its grain size. This is due to the influence of hydraulic energy, resulting in a seaward-fining of sediment particle size, or where fluid forcing equals gravity for each grain size.<ref name="Jolliffe">{{cite journal | first1=I. P. | last1=Jolliffe | title=Littoral and offshore sediment transport | journal=Progress in Physical Geography | year=1978 | volume=2 | issue=2 | pages=264–308 | issn=0309-1333 | doi=10.1177/030913337800200204| s2cid=128679961 }}</ref> The concept can also be explained as "sediment of a particular size may move across the profile to a position where it is in equilibrium with the wave and flows acting on that sediment grain".<ref name="Horn">{{cite journal | first1=Diane P | last1=Horn | title=A review and experimental assessment of equilibrium grain size and the ideal wave-graded profile | journal=Marine Geology | year=1992 | volume=108 | issue=2 | pages=161–174 | issn=0025-3227 | doi=10.1016/0025-3227(92)90170-M| bibcode=1992MGeol.108..161H }}</ref> This sorting mechanism combines the influence of the down-slope gravitational force of the profile and forces due to flow asymmetry; the position where there is zero net transport is known as the null point and was first proposed by Cornaglia in 1889.<ref name="Horn"/> Figure 1 illustrates this relationship between sediment grain size and the depth of the marine environment.
[[File:null point theory image1.png|thumb|right|Figure 1. Illustrating the sediment size distribution over a shoreline profile, where finer sediments are transported away from high energy environments and settle out of suspension, or deposit in calmer environments. Coarse sediments are maintained in the upper shoreline profile and are sorted by the wave-generated hydraulic regime]]
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