z-logo
Premium
Sensitivity of chemical cement alteration – modeling the effect of parameter uncertainty and varying subsurface conditions
Author(s) -
Wasch Laura J.,
Koenen Mariëlle,
Wollenweber Jens,
Tambach Tim J.
Publication year - 2015
Publication title -
greenhouse gases: science and technology
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.45
H-Index - 32
ISSN - 2152-3878
DOI - 10.1002/ghg.1515
Subject(s) - cement , porosity , calcium silicate hydrate , penetration (warfare) , permeability (electromagnetism) , calcite , leaching (pedology) , materials science , porous medium , mineralogy , soil science , environmental science , geology , composite material , chemistry , soil water , biochemistry , operations research , membrane , engineering
To ensure the safety of a CO 2 storage site and containment of CO 2 in the subsurface, the integrity of wellbore materials must be maintained. Field and laboratory studies have shown CO 2 ‐induced reactivity of wellbore cement, but these results have to be extrapolated to the extended time span of CO 2 storage. Geochemical modeling provides a tool for the prediction of cement alteration; however, large uncertainties in input parameters exist and significant variation in subsurface conditions is expected. This asks for a systematic investigation of the sensitivity of modeled cement alteration towards these factors. In this paper we report PHREEQC simulations of CO 2 diffusion into cement and subsequent chemical reactions. The sensitivity of cement alteration toward reaction rates, initial porosity, temperature/mineralogy and flow/no flow conditions were investigated. The base case model indicated that intact cement and tight interfaces between the reservoir and the cement would yield less than 1% porosity change after 300 days of diffusion. For porosity increase or degradation to occur at the cement interface, leaching/flow along the wellbore was required. The sensitivity scenarios yield CO 2 penetration depths between 0.3 cm and 1.4 cm after 300 days of diffusion. The maximum was reached for the high porosity (fast diffusion) scenario that facilitates CO 2 transport through the cement matrix. The minimum CO 2 penetration was for enhanced calcium silicate hydrate (C‐S‐H) decalcification, which increases calcite precipitation, CO 2 consumption, and hence decelerates CO 2 penetration. This is related to high temperatures (and more crystalline C‐S‐H) or to higher kinetic rate constants used. © 2015 Society of Chemical Industry and John Wiley & Sons, Ltd

This content is not available in your region!

Continue researching here.

Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom