In a literature review of the recent advancements in mathematical hydrologic models applied in fractured karstic formations, we highlight the necessary improvements in the fluid dynamic equations that are commonly applied to the flow in a discrete fracture network (DFN) via channel network models. Fluid flow and pollutant transport modeling in karst aquifers should consider the simultaneous occurrence of laminar, nonlaminar, and turbulent fluxes in the fractures rather than the laminar flow by the cubic law that has been widely applied in the scientific literature. Some simulations show overestimations up to 75% of the groundwater velocity when non-laminar flows are neglected. Moreover, further model development is needed to address the issues of tortuosity of preferential saturated fluid flow in fractures suggesting adjustments of the size of the mean aperture in DFN models. During the past decade, DFN mathematical models have been significantly developed aimed at relating the three-dimensional structure of interconnected fractures within rocky systems to the specific fracture properties measurable on the rock outcrops with the use of reliefs, tracer/pumping tests, and geotechnical field surveys. The capabilities and limitations of previous reported hydrological models together with specific research advancements and findings in modeling equations are described herein. New software is needed for creating three-dimensional contour maps in fractured aquifers corresponding to the outputs of particle tracking simulations. Existing software based on the equivalent continuum or multiple-interacting continua cannot delineate the spread of pollutant migrations affected by the tortuous preferential flow pathways that occur in DFNs.

Hydrogeological Models of Water Flow and Pollutant Transport in Karstic and Fractured Reservoirs

Masciopinto C
Primo
Writing – Review & Editing
;
Passarella G
Secondo
Conceptualization
;
Caputo MC
Relatore interno
;
Masciale R
Relatore interno
;
De Carlo L
Ultimo
Methodology
2021

Abstract

In a literature review of the recent advancements in mathematical hydrologic models applied in fractured karstic formations, we highlight the necessary improvements in the fluid dynamic equations that are commonly applied to the flow in a discrete fracture network (DFN) via channel network models. Fluid flow and pollutant transport modeling in karst aquifers should consider the simultaneous occurrence of laminar, nonlaminar, and turbulent fluxes in the fractures rather than the laminar flow by the cubic law that has been widely applied in the scientific literature. Some simulations show overestimations up to 75% of the groundwater velocity when non-laminar flows are neglected. Moreover, further model development is needed to address the issues of tortuosity of preferential saturated fluid flow in fractures suggesting adjustments of the size of the mean aperture in DFN models. During the past decade, DFN mathematical models have been significantly developed aimed at relating the three-dimensional structure of interconnected fractures within rocky systems to the specific fracture properties measurable on the rock outcrops with the use of reliefs, tracer/pumping tests, and geotechnical field surveys. The capabilities and limitations of previous reported hydrological models together with specific research advancements and findings in modeling equations are described herein. New software is needed for creating three-dimensional contour maps in fractured aquifers corresponding to the outputs of particle tracking simulations. Existing software based on the equivalent continuum or multiple-interacting continua cannot delineate the spread of pollutant migrations affected by the tortuous preferential flow pathways that occur in DFNs.
2021
Istituto di Ricerca Sulle Acque - IRSA
Inglese
57
http://www.scopus.com/record/display.url?eid=2-s2.0-85113351158&origin=inward
Esperti anonimi
Acque sotterranee
Modelli matematici
aquiferi carsici
rocce fratturate
Questo articolo è un review paper che descrive sinteticamente tutti i possibili modelli matematici applicabili in formazioni rocciose con fratture, con le rispettive caratteristiche e limitazioni. Quindi vengono descritte le innovazioni modelliste proposte dal corresponding author (C. Masciopinto), riguardanti: 1) l’inserimento di nuove equazioni per lo studio di flussi in rete di fratture (discrete fracture network, DFN) dove i flussi idrici preferenziali possono avere un regime di moto non-laminare e turbolento; 2) la descrizione di una nuova teoria per studiare il trasferimento (di massa) dei contaminanti (o patogeni) nell’acqua stagnante della matrice rocciosa che circoscrive l’area di flusso del fluido in ciascuna frattura. Quest’ultima innovazione, ha rilevanza nell’interpretazione dei bilanci di massa dei contaminanti nell’interazione acqua superficiale/acqua sotterranea. L’unicità della nuova equazione cinetica del trasferimento di massa è nella definizione di un coefficiente di trasferimento di massa che non è affetto da “effetto scala”, come accade invece per quello noto nella letteratura specifica. Infine la review descrive come interpretare le prove di tracciamento in pozzi per ottenere i coefficienti da applicare nelle simulazioni matematiche, come anche alcuni metodi geofisici per ottenere informazioni di input/output per la calibrazione/validazione dei modelli utilizzati. Conclude il lavoro, la descrizione di alcuni metodi per il calcolo dell’incertezza dei modelli matematici. I dati sono depositati nella banca-dati citata nell’articolo.
Internazionale
Elettronico
No
5
info:eu-repo/semantics/article
262
Masciopinto, C; Passarella, G; Caputo, Mc; Masciale, R; De Carlo, L
01 Contributo su Rivista::01.01 Articolo in rivista
open
   Networking for Drinking Water Supply in Adriatic Region, IPA ADRIATIC CBC project
   DrinkAdria
   EU (FESR)
   932.000,00
   code 1°str./0004/0
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/400095
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