Hydrophysical Regime
Intertidal Mud and Sandflats
Subtidal Mobile Sandbanks
The hydrophysical regime of an area is regarded as the net result of all factors
affecting water movement and any interference with this regime will affect the physical
integrity of the sedimentary systems. In particular, the regime indicates an areas
energetic nature; in this report the low energy to high energy continuum refers to the
dynamics of sedimentary habitats and thus it excludes the very high energy conditions
responsible for exposed rock areas. An understanding of the hydrodynamic (current) regime
is important as it has the primary role of delivering particles, food and dispersal stages
of organisms to an area:
- The wind-driven currents are dependent on the direction and strength of the prevailing
wind climate and on the wave fetch.
- The tidal currents will depend on the location and topography in relation to amphidromic
points where the tidal range is always zero (Open University, 1989) and the wider nature
in relation to tidal surges. The currents close to the shore are influenced by the shape
of the coastline with prominent conical headlands increasing the speed of tidal currents
and causing gyres within adjoining bays (Barne et al, 1995). Subtidal sandbanks
then often occur within those gyres. Within semi-enclosed areas such as estuaries there
will be greater erosion potential during spring tides and less so during neap tides. These
spring-neap erosion-deposition cycles will influence the stability of the sediment and the
dispersal of organisms.
- The freshwater-mediated currents are important within estuarine and coastal areas
receiving run-off. The less-dense freshwater will produce vertical stratification which
will influence the transport and settlement of particles and dispersive stages of
organisms. The high flows during the winter and the low flow during the summer may produce
winter-summer erosion-deposition cycles. These may allow sediment to be washed downstream
in winter and then tidally-pumped back in the summer. Associated salinity patterns will in
turn affect the dispersal of organisms.
- The residual currents comprise that component of the hydrophysical regime which remains
after the above influences have been removed. In particular this includes large scale
hydrographic features such as Coriolis force which pushes water counter-clockwise when
moving into an estuary or bay. The interaction of these currents together with the
topography may produce coastal counter-currents (Dyke, 1996). The residual currents may
also be manifest as long shore drift which will act as a sediment transport mechanism
especially for intertidal sand flats. In addition, summer conditions may induce gyres
which may influence bed conditions.
- In addition to the above, hydrographic features such as fronts will influence the
delivery of physical and biological materials to an area of seabed (Open University,
1989).
Intertidal Mud and Sandflats
Intertidal areas are highly dynamic systems which are constantly influenced by local
energy levels and, especially in the case of high energy sand flat areas, exhibit a
micro-structure which is governed by repeated erosion and deposition during the reworking
of the sediment (Swart, 1983). Although mud and sand flats have complex interactions
between physical, chemical, geological and biological factors, the determining factors
affecting beach systems is their exposure to wave, current and wind action (Eagle, 1973,
Swart 1983).
Wave action, particle size and intertidal gradient are related to and influence each
other in a cyclical manner (Pethick, 1984). Waves breaking on the shore cause sediment to
be pushed up the shore by the swash and back by the backwash. The backwash is weaker
because water percolates into the sediment. Coarse sediments with high percolation rates
encourage the build up of steep beach profiles because the backwash is too weak to move
the sediment down the beach, whereas fine sediments lead to flatter slopes. Gentle waves
surge a long way up the beach where they lose energy by carrying sediment and lose water
through percolation. In this situation backwash is weak hence beaches build up which makes
them steeper. Steep storm waves break over a narrow area and do not move as far up the
beach. Less energy is lost carrying sediment and less water through percolation. The
backwash is strong and so sediment is carried seawards thus eroding the beach and giving
it a shallower profile (Pethick, 1984).
Onshore winds from winter storms increase wave action and erode material from beaches
and transport it to sea where it is deposited as a longshore bar. In the summer, less
dynamic swell waves return the sediment to the beach. The strong seaward movement of
sediment during storms is normally counter balanced by its slower rate of return during
the rest of the year (Swart, 1983).
The above hydrographic and sedimentary processes on intertidal sand flats also control
the mixing and dispersal of sediment bound contaminants (Dolphin et al, 1995).
Sediment entrainment by strong spring tidal currents may be restricted to the middle and
lower regions of the sand flat which are inundated during the peak tidal flows. The upper
2-3 cm of sediment is then re-worked across the middle and upper sand flat by mild storm
events.
Subtidal Mobile Sandbanks
The hydrological regime affects the water characteristics in terms of salinity,
temperature and dissolved oxygen. It also influences the rate of deposition and
remobilisation of the sand and hence the nature of the substratum and the depth of the
sand bank. The speed of the water movement and the rate of erosion and deposition of the
sand are important in maintaining the integrity of these habitats. Some subtidal sandbanks
experience very strong currents and are primarily physically controlled especially in high
energy situations away from coastal silt input or where currents are sufficiently strong
to prevent accumulation of fine sediment (Pethick, 1984). At certain times, particularly
during storms, the top of a sand bank can be removed and then replaced during calmer
conditions.
Tidal streams and wave action cause sediment transport and erosion which will affect
the grain size of sandbanks; sediment will range from fine to very coarse depending on
current strength and may be well to poorly sorted. Very strong currents may either produce
channels around banks, where the sediment may be extremely coarse, or they may remove all
of the surficial sediment. Large scale sand ripples (mega-ripples) may also develop and
accumulate silt in their troughs.
The presence of headlands on cliffed coasts are important in determining the
hydrodynamic regime, sediment dispersal and deposition and shoreline evolution. Headlands
capture wave energy and their influence on tidal streams may lead to the development of
residual current gyres.
Figure The influence
of headlands on the hydrodynamic regime
Sediment moving along shore will tend to enter the tidal stream at the headland and
then accumulate within the gyre to form banks and shoals (Carter, 1988). The cyclic nature
of tidal currents may result in the ebb and flow currents following different paths. This
often leads to an ellipsoidal flow pattern which produce conditions suited for sandbank
formation. The residual currents produced by asymmetric flood and ebb patterns are also
extremely important in the transport of water and waterborne material such as sediment,
pollutants and planktonic larvae (Pethick, 1984).
The water currents affect the distribution patterns of both permanent (holoplanktonic)
and temporary (meroplanktonic) plankton species including the larvae of benthic species as
well as waterborne pollutants. The fauna may be determined by chance settlement of species
brought from external areas by these currents although the presence of a gyre over a
subtidal bank can limit dispersion and to some extent limit the influx of larvae. This may
help to maintain the integrity of the population as was shown for an Abra community
in Oxwich Bay (Tyler & Banner, 1979). In addition, water movements may also affect the
organisms through physical stress (Wood, 1987).
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References
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