The prediction of the pore geometrical properties is important in the exploration and development of tight -sandstone hydrocarbon reservoirs. To investigate this topic, we have measured the porosity, permeability, P -and S-wave velocities, electrical conductivity, and axial and radial strains as a function of differential (confining minus pore) pressure of tight-sandstone samples, collected from the Zhongjiang gas field of Sichuan, in West China. The results show that the closure of cracks with pressure highly affects these properties. Then, we propose a multiphase reformulated differential effective-medium (R-DEM) model that employs the unified pore geometry (the same pores or cracks with different aspect ratios and volume fractions) for both elastic and electrical modeling. The model gives the pressure-dependence of the P-and S-wave velocities and electrical conductivity, and the experimental porosity and static moduli are used as constraints to estimate the pore geometry. The model describes the elastic properties of sandstones saturated with nitrogen gas, and the electrical conductivity when the pore fluid is brine. The prediction of the wet-rock S-wave velocities is less accurate, due to the presence of shear stiffening and weakening effects. Furthermore, we compare the results with those of the joint elastic -electrical inversion by using the dynamic instead of the static stiffness modulus. The results show that the latter provides a better agreement between theory and experiment. Subsequently, we show that the pore ge-ometry estimated from the elastic or the electrical measurements separately (unjoint inversion) present dis-crepancies, indicating that a joint inversion is required. The published experimental data are also used to illustrate the model, and the results are satisfactory.

Joint inversion of the unified pore geometry of tight sandstones based on elastic and electrical properties

Carcione J. M.;
2022-01-01

Abstract

The prediction of the pore geometrical properties is important in the exploration and development of tight -sandstone hydrocarbon reservoirs. To investigate this topic, we have measured the porosity, permeability, P -and S-wave velocities, electrical conductivity, and axial and radial strains as a function of differential (confining minus pore) pressure of tight-sandstone samples, collected from the Zhongjiang gas field of Sichuan, in West China. The results show that the closure of cracks with pressure highly affects these properties. Then, we propose a multiphase reformulated differential effective-medium (R-DEM) model that employs the unified pore geometry (the same pores or cracks with different aspect ratios and volume fractions) for both elastic and electrical modeling. The model gives the pressure-dependence of the P-and S-wave velocities and electrical conductivity, and the experimental porosity and static moduli are used as constraints to estimate the pore geometry. The model describes the elastic properties of sandstones saturated with nitrogen gas, and the electrical conductivity when the pore fluid is brine. The prediction of the wet-rock S-wave velocities is less accurate, due to the presence of shear stiffening and weakening effects. Furthermore, we compare the results with those of the joint elastic -electrical inversion by using the dynamic instead of the static stiffness modulus. The results show that the latter provides a better agreement between theory and experiment. Subsequently, we show that the pore ge-ometry estimated from the elastic or the electrical measurements separately (unjoint inversion) present dis-crepancies, indicating that a joint inversion is required. The published experimental data are also used to illustrate the model, and the results are satisfactory.
2022
Tight sandstone
Pore geometry
Ultrasonic wave velocities
Electrical conductivity
Porosity
Static elastic moduli
File in questo prodotto:
File Dimensione Formato  
Joint inversion of the unified pore geometry of tight sandstones based on elastic and electrical properties .pdf

non disponibili

Tipologia: Versione Editoriale (PDF)
Licenza: Non specificato
Dimensione 4.82 MB
Formato Adobe PDF
4.82 MB Adobe PDF   Visualizza/Apri   Richiedi una copia

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14083/26008
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 4
  • ???jsp.display-item.citation.isi??? 4
social impact