z-logo
open-access-imgOpen Access
Numerical simulation of air- and water-flow experiments in a block of variably saturated, fractured tuff from Yucca Mountain, Nevada
Author(s) -
Edward Kwicklis,
Richard W. Healy,
F. Thamir,
Daniel P. Hampson
Publication year - 1998
Language(s) - English
Resource type - Reports
DOI - 10.2172/296651
Subject(s) - borehole , imbibition , geology , saturation (graph theory) , permeability (electromagnetism) , geotechnical engineering , water content , hydraulic fracturing , water saturation , block (permutation group theory) , porosity , vadose zone , soil science , mineralogy , groundwater , geometry , mathematics , chemistry , biochemistry , botany , germination , combinatorics , membrane , biology
Numerical models of water movement through variably saturated, fractured tuff have undergone little testing against experimental data collected from relatively well-controlled and characterized experiments. This report used the results of a multistage experiment on a block of variably saturated, fractured, welded tuff and associated core samples to investigate if those results could be explained using models and concepts currently used to simulate water movement in variably saturated, fractured tuff at Yucca Mountain, Nevada, the potential location of a high-level nuclear-waste repository. Aspects of the experiment were modeled with varying degrees of success. Imbibition experiments performed on cores of various lengths and diameters were adequately described by models using independently measured permeabilities and moisture-characteristic curves, provided that permeability reductions resulting from the presence of entrapped air were considered. Entrapped gas limited maximum water saturations during imbibition to approximately 0.70 to 0,80 of the fillable porosity values determined by vacuum saturation. A numerical simulator developed for application to fluid flow problems in fracture networks was used to analyze the results of air-injection tests conducted within the tuff block through 1.25-cm-diameter boreholes. These analyses produced estimates of transmissivity for selected fractures within the block. Transmissivities of other fractures were assigned on the basis of visual similarity to one of the tested fractures. The calibrated model explained 53% of the observed pressure variance at the monitoring boreholes (with the results for six outliers omitted) and 97% of the overall pressure variance (including monitoring and injection boreholes) in the subset of air-injection tests examined

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here