TY - JOUR
T1 - Field data and regional modeling of sediment supply to Emilia-Romagna's river mouths
AU - Cilli, Silvia
AU - Billi, Paolo
AU - Schippa, Leonardo
AU - Grottoli, Edoardo
AU - Ciavola, Paolo
PY - 2018/9/5
Y1 - 2018/9/5
N2 - The Fiumi Uniti and Savio rivers are two small sandy-bed river systems which sediment yield contributes feeds part of the Emilia-Romagna beaches (Italy). Since the twentieth century the northern Adriatic coast has been affected by well-known beach retreat phenomena. As the sediment supply of these local rivers is not well known, an analysis of bed-load transport rates for the last 10 kilometres of the river has been done. Multiple analysis, supported by direct field measurements of the 2005-06 and 2017 years (still ongoing) have been realized. Complementary hydraulic investigation and modelling have been performed. Repeated bed-material samplings have been carried out during different flood conditions, obtaining a significant number of observations. Aiming at defining the behaviour of sediment-transport in these two rivers, this paper focuses on the analysis of threshold sediment transport condition. Several formulae available in literature were used to test the field measurements. All these criteria seem inappropriate to predict the threshold conditions for bed particle entrainment in terms of the value of bed shear stress. The inaccurate estimation given by these formulae is due to the fact that they do not consider natural grain-shape factors or are mainly suitable for gravel-bed rivers.
AB - The Fiumi Uniti and Savio rivers are two small sandy-bed river systems which sediment yield contributes feeds part of the Emilia-Romagna beaches (Italy). Since the twentieth century the northern Adriatic coast has been affected by well-known beach retreat phenomena. As the sediment supply of these local rivers is not well known, an analysis of bed-load transport rates for the last 10 kilometres of the river has been done. Multiple analysis, supported by direct field measurements of the 2005-06 and 2017 years (still ongoing) have been realized. Complementary hydraulic investigation and modelling have been performed. Repeated bed-material samplings have been carried out during different flood conditions, obtaining a significant number of observations. Aiming at defining the behaviour of sediment-transport in these two rivers, this paper focuses on the analysis of threshold sediment transport condition. Several formulae available in literature were used to test the field measurements. All these criteria seem inappropriate to predict the threshold conditions for bed particle entrainment in terms of the value of bed shear stress. The inaccurate estimation given by these formulae is due to the fact that they do not consider natural grain-shape factors or are mainly suitable for gravel-bed rivers.
UR - http://www.scopus.com/inward/record.url?scp=85053793451&partnerID=8YFLogxK
U2 - 10.1051/e3sconf/20184004002
DO - 10.1051/e3sconf/20184004002
M3 - Conference article
AN - SCOPUS:85053793451
SN - 2267-1242
VL - 40
JO - E3S Web of Conferences
JF - E3S Web of Conferences
M1 - 04002
T2 - 9th International Conference on Fluvial Hydraulics, River Flow 2018
Y2 - 5 September 2018 through 8 September 2018
ER -