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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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