ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
ABSTRACTS / RESUMES - Comitato Glaciologico Italiano
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The Piave River is an alpine stream 222 km long and with<br />
a drainage basin of 3,899 km. In this study a reach about<br />
100 km long has been examined and in this reach the Piave<br />
River is a braided gravel bed stream.<br />
Channel river changes in the last century have been studied<br />
using historical maps and aerial photos. The oldest<br />
IGM maps at 1:25,000 scale were drawn between 1890<br />
and 1910, and so they give a picture of the river when it<br />
was in natural conditions. Because of the width of the river'<br />
generally some hundred meters, and of the map scales;<br />
1:25,000 and 1:10,000, not only a qualitative analysis of<br />
changes but also some measurements and a quantitative<br />
analysis were possible. In the last century narrowing and<br />
incision of the river channel have been the main processes.<br />
By measuring on the maps and on the aerial photos the river<br />
width at about 100 sites along the studied reach some<br />
average rates of narrowing of the stream during different<br />
periods of time can be evaluated. In the last century the river<br />
has reduced to a half its width. The average of the<br />
channel widths measured at the different sites on the oldest<br />
maps (1890-1910) is about 600 m, whereas it is about<br />
300 m on the more recent maps (1980-1983). In absence of<br />
cross sections, maps and aerial photos can give some qualitative<br />
informations about the degradation of the bed. These<br />
informations allows to compare the average rate of incision<br />
of the river during the Holocene (natural evolution)<br />
and during the last decades (man-induced evolution). The<br />
average incision during the Holocene is few millimeters<br />
per years (0.001-0.004 m/year, considering terrace heights<br />
in the Vallone Bellunese), whereas the average degradation<br />
of the river bed in the last decades is some centimeters per<br />
year (for example 0.06 m/year at Ponte nelle Alpi). In the<br />
last case the highest values of bed degradation are in the<br />
reaches below the dams.<br />
Another issue developed in this study is the identification<br />
of the river corridor. The river corridor is defined by those<br />
areas next to the active channel which, from the hydraulic,<br />
geomorphological, and ecological point of view, are influenced<br />
by river dynamics. The historical analysis, together<br />
with the study of the river terraces, has allowed to<br />
achieve a geomorphological definition of the river corridor<br />
of the study reach and the mapping of the corridor.<br />
From this historical analysis it can be argued that the channel<br />
changes of the Piave River in the last decades are<br />
mainly man-induced. The channel narrowing and the bed<br />
degradation are the river response to the flow regulation<br />
and to the reduction of sediment supply. Anyway, though<br />
a general understandig of processes has been achieved, the<br />
mechanisms of changes of the river need to be explained in<br />
more detailed. For example, it is still not clear the relation<br />
between flows, and particularly of channel forming discharges,<br />
and the observed channel changes.<br />
This study confirms that there are some specific contributions<br />
that fluvial geomorphology can provide for river management.<br />
The value of the geomorphological approach in<br />
river studies is that it considers time and spatial scales that<br />
are generally neglected in engineering approaches. In the<br />
case of the Piave River, the study of the river in the historical<br />
times and during the Late glacial-Holocene allows to<br />
determine the rate and the magnitude of channel changes<br />
and a better understanding of man effects on the fluvial<br />
system.<br />
GRACIELA M. SUVIRES, JORGE A. SISTERNA<br />
& ARMANDO L. IMHOF<br />
Geomorphological models of an arid region of a<br />
southeastern sector of San Juan Province, Argentina<br />
Istituto Seismologico Volponi, Pac. Decs Exactas, Pcas y Nat.<br />
Unsj. Av. Ignacio de la Roza y Meglioli. 5400, San Juan, Argentina<br />
This work shows in a three dimensional shape the relief variations<br />
related with neotectonic activity of this arid region.<br />
The area analysed correspond to the N23 line of Instituto<br />
Geografico Militar, of the Argentine Republic. This line<br />
cross differents geomorphological environments with<br />
many structurals styles such as: intermountain tectonic depression<br />
of Tulum Valley, Pic de Palo Range (included into<br />
the Western Pampean Range System), the Rio Bermejo<br />
Valley Depression and the Valle Fertil-La Huerta Range.<br />
The 1977 earthquake (M=7,3 Richter) had as epicenter the<br />
Pic de Palo Range producing cortical superficial deformations,<br />
registered in the temporal models computer generated.<br />
The relief increased about 100 ern in the post seismc<br />
period (1978-1980). After that the relief decreased slowly<br />
until the present.<br />
HIROSHI SUWA 1 & TAKAO YAMAKOSHI 2<br />
Sediment discharge bystorm runoff at<br />
volcanic torrents affected by eruption<br />
1 Disaster Prevention Research Institute, Kyoto University, Gokasho,<br />
Uji, Kyoto 611, Japan<br />
2 Graduate School of Science, Kyoto University, Kitashirakawa,<br />
Sakyoku, Kyoto 606, Japan<br />
Mount Unzen began to erupt in November 1990 and continued<br />
erupting until March 1995. After several phreatic<br />
eruption, debris flow began to occur at the mid of May<br />
1991 when the first rainy season started. Frequency of debris<br />
flows has been kept very high due to frequent occurrence<br />
of pyroclastic flow and ash fall. Erosion rate of the<br />
drainage area of Mizunashi river reached 175 mm/year.<br />
We estimated that one major cause for this high erosion rate<br />
is brought about from a significant increase in runoff<br />
coefficient of hillslope which is the result of the decrease in<br />
infiltration capacity due to new tephra and pyroclastic deposits<br />
by eruption.<br />
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