Multidisciplinary Study of Mud Emissions Following the 2016 Norcia Earthquake

Author:

Del Gaudio Pierdomenico1ORCID,Misiti Valeria2,Cantucci Barbara2ORCID,Liotta Marcello3ORCID,Ventura Guido2ORCID,Ricci Tullio2ORCID,Sciarra Alessandra2ORCID,Di Naccio Deborah4,Amoroso Sara45ORCID,Monaco Paola6ORCID

Affiliation:

1. Istituto Nazionale di Geofisica e Vulcanologia, Sezione Osservatorio Nazionale Terremoti, Sede di Rende Via Pietro Bucci, Cubo 30C, 87036 Arcavacata di Rende, Italy

2. Istituto Nazionale di Geofisica e Vulcanologia, Sezione Roma 1, Via di Vigna Murata 605, 00143 Rome, Italy

3. Istituto Nazionale di Geofisica e Vulcanologia, Sezione Palermo, Via Ugo La Malfa 153, 90146 Palermo, Italy

4. Istituto Nazionale di Geofisica e Vulcanologia, Sezione L’Aquila, Via Francesco Crispi, 67100 L’Aquila, Italy

5. Department of Engineering and Geology, University of Chieti—Pescara, Via dei Vestini, 66100 Chieti, Italy

6. Department of Civil, Construction—Architectural and Environmental Engineering, University of L’Aquila, Piazzale Ernesto Pontieri 1, Monteluco di Roio, 67100 L’Aquila, Italy

Abstract

We report composition, grain size, and rheological data related to the mud emitted as a consequence of the maximum moment magnitude (Mw max = 6.5) on 30 October 2016, commonly referred to as the Norcia earthquake (central Italy), and on the activity of pre-existent mud volcanoes affected by the central Italy seismic sequence started on 24 August 2016. The emission sites were located at Monteleone di Fermo and Santa Vittoria in Matenano, two municipalities near the town of Fermo (Marche Region, Italy). We sampled, measured, and analyzed the products of mud emissions 3 days after the mainshock to characterize the mud by geochemical, mineralogical, and rheological analyses. The muds’ geochemical composition and low electrical conductivity suggest a continental origin, likely belonging to the Colombacci Formation. The collected muds are silt–sand–water-rich suspensions characterized by a Bigham rheology with viscosity values between 6.3∙107 and 6.9∙105 Pa∙s. The calculated minimum fluidization velocity of the mud suspensions is between 0.05 m/s (grain size of 2 μm) and 0.74 m/s (grain size of 8 μm). Water-rich mud suspensions flowing on a slope move faster as the water content increases up to 30 wt.%. At higher values, the velocity remains almost constant due to the disaggregation of bonds among the solid particles in the mixtures.

Funder

DPC-INGV

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

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