ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
en alternance d'un litho-facies impermeable, des grandes<br />
surfaces arables sont affectees par erosion areolaire et torentielle<br />
et par des glissements de terrain. Ainsi, de la surface<br />
arable totale de 1.574.098 ha, 916.757 ha sont affectees<br />
par l' erosion areolaire et torentielle et 62.000 ha par<br />
des glissements de terrain en delferents stages d' evolution.<br />
ALEXADRE o. BRINKEN<br />
Geomorphology of seacosts and global changing<br />
of climate<br />
Russian Geographic Society<br />
Grivtsova 10, St.-Petersburg, 190000, Russia<br />
Widespread opinion about increasing of greenhouse-effect<br />
because of intensification of human activity should cause<br />
higher water level of the ocean. This is the modern point<br />
of view.<br />
But observations carried out during the last ten years on<br />
many seacosts - Peruvian coast of the Pacific ocean, Hindustanian<br />
coast of the Arabian sea, Coromandel coast of<br />
the Indian ocean, Dutch coast of the North sea, Finnish<br />
and Russian coast of the Baltic sea, Adzharian coast of the<br />
Black sea and some others - don't prove such a conclusion.<br />
They could prove long stability of a state or clearly show a<br />
recession of a seacost (Madras fortress is divided from the<br />
sea 300-meter beach which had appeared after 17th century).<br />
These phenomenons don't show flood of seacoast and<br />
don't prove increasing Greenhouse-effect either. The conclusions<br />
can be different if the theory of increasing of the<br />
earth size is accepted.<br />
SANDRA O. BRIZGA 1 & IAN D. RUTHERFURD 2<br />
Sedimentation in the Yarra Estuary, South-Eastern<br />
Australia: geomorphology and management<br />
1 s. Brizga & Associates, p.o. box 68, Clifton Hill Vic. 3068, Australia<br />
2 Cooperative Research Centre for Catchment Hydrology,<br />
Monash University, Clayton Vic. 3168, Australia<br />
Sedimentation is a major management issue in estuaries throughout<br />
the world, particularly in situations where the<br />
maintenance of a navigable waterway is a management imperative.The<br />
Yarra estuary is no exception. It falls into<br />
two management regions: 1) the downstream end of the<br />
estuary which has been developed as part of the Port of<br />
Melbourne; and 2) the middle and upstream parts of the<br />
estuary which are managed for a range of uses including<br />
94<br />
power boating (tourist ferries and private boats), canoeing,<br />
rowing, angling, passive recreation, and flood drainage.<br />
This paper focuses on the Yarra estuary upstream of the<br />
port.<br />
The study area had been substantially modified since European<br />
settlement. At the time of European settlement,<br />
rock bars near the downstream end limited the intrusion of<br />
tidal flows. The removal of the rock bars in the late nineteenth<br />
century shifted the head of the estuary some 15 km<br />
upstream. Other modifications have included.channel widening'<br />
straightening, bank lining, and levee bank development.<br />
The tidal regime has also been affected by port development<br />
further downstream. Catchment development,<br />
including flow regulation, has affected hydrologic regime<br />
and sediment loads. These changes have had major impacts<br />
on physical processes in the study area.<br />
Historically, dredging has been carried out to remove<br />
unwanted sediment deposits from the Yarra estuary,<br />
although this approach has recently been queried on environmental<br />
and financial grounds. A geomorphological investigation<br />
was carried out to assist in answering management<br />
questions such as:<br />
- are there any feasible alternatives to dredging, such as<br />
reducing sediment production at source or manipulating<br />
patterns of deposition within the estuary?<br />
- what would happen in the absence of any further management<br />
intervention in the sedimentation processes (including<br />
dredging)?<br />
Data were obtained using a range of methods including coring<br />
and probing of the river bed to examine the character<br />
and distribution of the sediment deposits, dating of the sediments<br />
on the basis of artefacts and pollen, and analysis<br />
of historical documentary data such as bathymetric surveys<br />
and dredging records to determine deposition rates. The<br />
study also drew upon the results of recent geomorphological<br />
investigations of the Yarra River further upstream. Some<br />
key findings are outlined below.<br />
The sediments recently deposited in the estuary are dominated<br />
by muds and, to a lesser extent, sand. The sources of<br />
the muds are diffuse, and include surface wash-off as well<br />
as in-stream sources throughout the catchment. The major<br />
sources of the sands are likely to be in parts of the catchment<br />
close to the estuary. Catchment management will not<br />
solve the problems of sedimentation in the short term, but<br />
in the longer term is likely to be a useful part of an overall<br />
management strategy, particularly in terms of limiting the<br />
influx of pollutants bound to sediments.<br />
A relationship was apparent between channel width and<br />
deposition, the widest reaches displaying the highest deposition<br />
rates. Other aspects of the pattern of deposition, such<br />
as the development of point bar, alternate bar, and concave-bench<br />
deposits, were predictable on the basis of geomorphic<br />
principles. We concluded that dredging is necessary<br />
where management requirements are in conflict with<br />
natural sedimentation processes, such as where over-wide<br />
reaches need to be maintained (e.g., for rowing or ferry<br />
turn-around sites), or where deep water access is required<br />
at boat landings situated on the inside banks of bends.<br />
Hydraulic geometry analysis of the Yarra catchment and