Multiple processes contributing to natural land subsidence in a shallow coastal aquifer near Ravenna (Italy) were identified by analysing the relationships among different data set time series (water table level, rainfall, land reclamation drainage, sea level, etc.) and establishing the correlations with vertical ground motion observed at a high-resolution settlement gauge. Our study highlights the presence of three deformation components related to different processes controlling land subsidence: elastic, delayed-elastic, and irreversible (plastic) components. The elastic and delayed-elastic components are closely related to water table fluctuations that change the effective stress in two portions of the coastal aquifer at a daily (in the sandy unconfined portion) and seasonal time scales (in the layered clay-rich semi-confined prodelta portion), respectively. The irreversible component represents the trend in the land subsidence time series and is due to primary consolidation (pore pressure dissipation) of the fine-grained prodelta levels above where the settlement gauge is located. The amplitudes of the elastic component can be up to 0.2–0.3 mm whereas the amplitude of the delayed-elastic component reaches 0.89 mm. The primary consolidation rate of deformation is 0.9 mm yr−1 and constrains the likely age of prodelta sediments deposition to 1300–2800 years before present. The delayed-elastic subsidence rate has similar magnitude to that due to primary consolidation and is connected to poroelastic effects in the prodelta sequence following seasonal variations in water table. Our findings are important for planning land subsidence management and monitoring strategies especially where the surface aquifer structure is heterogeneous due to different depositional settings. The natural land subsidence rate in the Holocene sediments of the shallow coastal aquifer of Ravenna (North eastern Italy) that we measured in this study accounts for 10 %–20 % of the total current land subsidence rate observed in this portion of Ravenna coastal area (10–20 mm yr−1).

Hydrologic control on natural land subsidence in the shallow coastal aquifer of the Ravenna coast, Italy / Antonellini, Marco; Giambastiani, Beatrice Maria Sole; Greggio, Nicolas; Bonzi, Luciana; Calabrese, Lorenzo; Luciani, Paolo; Perini, Luisa; Severi, Paolo. - In: Proceedings of the International Association of Hydrological Sciences (PIAHS). - ISSN 2199-899X. - STAMPA. - 382:(2020), pp. 263-268. (Intervento presentato al convegno TISOLS: the Tenth International Symposium On Land Subsidence – living with subsidence tenutosi a Delft, the Netherlands nel 17–21 May 2021) [10.5194/piahs-382-263-2020].

Hydrologic control on natural land subsidence in the shallow coastal aquifer of the Ravenna coast, Italy

Antonellini, Marco
;
Giambastiani, Beatrice Maria Sole;Greggio, Nicolas;
2020

Abstract

Multiple processes contributing to natural land subsidence in a shallow coastal aquifer near Ravenna (Italy) were identified by analysing the relationships among different data set time series (water table level, rainfall, land reclamation drainage, sea level, etc.) and establishing the correlations with vertical ground motion observed at a high-resolution settlement gauge. Our study highlights the presence of three deformation components related to different processes controlling land subsidence: elastic, delayed-elastic, and irreversible (plastic) components. The elastic and delayed-elastic components are closely related to water table fluctuations that change the effective stress in two portions of the coastal aquifer at a daily (in the sandy unconfined portion) and seasonal time scales (in the layered clay-rich semi-confined prodelta portion), respectively. The irreversible component represents the trend in the land subsidence time series and is due to primary consolidation (pore pressure dissipation) of the fine-grained prodelta levels above where the settlement gauge is located. The amplitudes of the elastic component can be up to 0.2–0.3 mm whereas the amplitude of the delayed-elastic component reaches 0.89 mm. The primary consolidation rate of deformation is 0.9 mm yr−1 and constrains the likely age of prodelta sediments deposition to 1300–2800 years before present. The delayed-elastic subsidence rate has similar magnitude to that due to primary consolidation and is connected to poroelastic effects in the prodelta sequence following seasonal variations in water table. Our findings are important for planning land subsidence management and monitoring strategies especially where the surface aquifer structure is heterogeneous due to different depositional settings. The natural land subsidence rate in the Holocene sediments of the shallow coastal aquifer of Ravenna (North eastern Italy) that we measured in this study accounts for 10 %–20 % of the total current land subsidence rate observed in this portion of Ravenna coastal area (10–20 mm yr−1).
2020
Proceedings IAHS
263
268
Hydrologic control on natural land subsidence in the shallow coastal aquifer of the Ravenna coast, Italy / Antonellini, Marco; Giambastiani, Beatrice Maria Sole; Greggio, Nicolas; Bonzi, Luciana; Calabrese, Lorenzo; Luciani, Paolo; Perini, Luisa; Severi, Paolo. - In: Proceedings of the International Association of Hydrological Sciences (PIAHS). - ISSN 2199-899X. - STAMPA. - 382:(2020), pp. 263-268. (Intervento presentato al convegno TISOLS: the Tenth International Symposium On Land Subsidence – living with subsidence tenutosi a Delft, the Netherlands nel 17–21 May 2021) [10.5194/piahs-382-263-2020].
Antonellini, Marco; Giambastiani, Beatrice Maria Sole; Greggio, Nicolas; Bonzi, Luciana; Calabrese, Lorenzo; Luciani, Paolo; Perini, Luisa; Severi, Paolo
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/766617
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