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ABSTRACTS / RESUMES - Comitato Glaciologico Italiano

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YURII D. SHUISKY<br />

Geomorphology and dynamics of the abrasive coastal<br />

zone of the World Ocean<br />

Geography Department, State Mechnikov University, Dvoryanskaya St.<br />

2, 270000 Odessa, Ukraine<br />

At present the World Ocean shores have stabilized in their<br />

development after the end of Holocenic transgression. As<br />

a result rather stable correlation between abrasive and accumulative<br />

shores of both separate seas and the World<br />

Ocean as a whole has been formed. Abrasive and accumulative<br />

processes have formed in general and the greatest<br />

short-term changes are connected with climatic factors influencing<br />

biogenetic, termafrost-abrasive, corralline, shelly,<br />

mangrove shores.<br />

Abrasive shores whose regime of development has global<br />

importance are of particular interest. These shores are considered<br />

in the sphere of coastal zone structure, correspondingly<br />

their above-water (cliffs) and under-water (submarine)<br />

parts are genetically inseparable. They develop under<br />

the impact of one and the same energy source, closely interact<br />

with each other, are connected with other elements of<br />

coastal zone by substance flows of the same type.<br />

On the maps of middle scale the length of measured<br />

World Ocean shores constitutes about 780,000 km, or<br />

47.5 0/0. Within separate seas the part of abrasive destroyed<br />

cliffs turned out to be equal from 20.9 % up to 67.2 % of<br />

the general one, and the bench length was 10-40% greater<br />

than these values. Approximately the same correlation is<br />

within separate states adjoining seas and oceans as well.<br />

Active benches are spread along 445,000 km of the coastal<br />

line. Taking into account that 80 % of accumulative forms<br />

length are subjected to retreat (..... 200,000 km), about<br />

73.2 % (..... 570,700 km) are retreating and destructive at the<br />

modern stage of the World Ocean development.<br />

Guessing that spreading of destructive shores prevails some<br />

authors explain this global phenomenon by equally<br />

global general rise of the water level. However, the level<br />

relative rise is not global, and in natural conditions no dependence<br />

of cliff rate retreat on the Ocean level rise rates<br />

has been found.<br />

In connection with wide spreading of abrasive shores<br />

lithodynamical significance of their development is of particular<br />

interest. All variety of active cliffs can be represented<br />

as three main groups: abrasive-collapsive, abrasivelandsliding<br />

and abrasive-danudative. The rates of their<br />

abrasion are different. In the average during a long-term<br />

period about 5.7x10 9 t/year of sedimentary materials of various<br />

composition are shedding off from them to seas. All<br />

variety of abrasive nearshore bottom is devided into 5<br />

groups, about 9.0x10 9 t/year of sedimentary materials are<br />

shedding off from them. It is approximatelly 15% less than<br />

river sediment flow into the boundaries of mouth areas.<br />

Under the impact of processes of physic-mechanical desintegration<br />

and wave differentiation 4.3x10 9<br />

t/year of beachforming<br />

fractions, or 11.7 t/year per 1 m of shoreline<br />

354<br />

length remain in the coastal zone. To extinguish wave<br />

energy and protect cliffs against abrasion the amount of<br />

beach-forming fractions coming to the coastal zone must<br />

be an order greater. Besides they are not retained near<br />

abrasive shores but move to the accretion sites in the conveyor<br />

of alongshore drift flows. This phenomenon constantly<br />

supports active wave influence on cliffs and their destruction.<br />

As a result the following conclusions can be represent:<br />

- modern spreading of abrasive forms of relief and processes<br />

is not zonal in the Ocean coastal zone in total;<br />

- abrasion of cliffs and benches is the main source of beach-forming<br />

fractions (most often coarser than 0.1 mm) for<br />

the coastal zone and bottom sediments of the World<br />

Ocean in general; and this must made one reconsider theoretical<br />

diagrams of marine sedimentation and exogenous<br />

relief-formation;<br />

- wide spreading of abrasive and retreating shores testifies<br />

to such stage of the World Ocean evolution during which<br />

summary drifting of sedimentary material decreased from<br />

the land to the sea;<br />

- rates of cliff and bench abrasion depend in general on<br />

three global reasons: a) strength of rocks and deposits, b)<br />

wave energy potential of the coastal zone, c) sediment volume<br />

(content) in the coastal zone; their correlation determines<br />

the numerical value of rates;<br />

- abrasive destruction of shores takes place because at the<br />

current stage of the World Ocean development the coastal<br />

zone is subjected to acute deficit of beach-forming sediments<br />

and irregular impulsive impact of stormy waves<br />

against the background of higher energetic potential of the<br />

coastal zone;<br />

- direction and intensity of development of abrasive relief<br />

forms mainly do not depend on the rate and signs of longterm<br />

relative change of the World Ocean level.<br />

ALEKSEY SIDORCHUK<br />

The hierarchical system of river bed relief<br />

Geographical Faculty, Moscow State University, 199899 Moscou, Russia<br />

The interaction between the flow and movable bed in the<br />

self-organizing dynamic system «stream flow-channel bed»<br />

leads to quasi-periodic flow structure formation and fluvial<br />

relief development. The hierarchical system of the macroturbulent<br />

structures in the river flow can have a wide range<br />

of size from depth order to meander length order. The river<br />

channel relief is also hierarchical system of dunelike<br />

features with the same range of size.<br />

The quantitative basement for description of stream flow ­<br />

channel bed interaction is the analysis of the initial instability<br />

of the wave-like structures of the flow and channel bottom<br />

relief. Stability analysis of 3-D equations of momentum<br />

and conservation in curvilinear coordinates leads to

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