Hydraulic conductivities of Boom Clay measured on samples of a few centimeters through various testing techniques in the laboratory exhibit similar K values in the order of 10-12 m/s. In situ measurements obtained at various scales at the HADES underground research facility yield K values that are very similar. Analysis of K values across the Boom Clay at the Mol site reveals a typical profile with a very homogenous 61-m thick central part (the Putte and Terhagen Members), which is also the least permeable part of the Boom Clay. The geometric mean of the vertical (Kv) and horizontal (Kh) hydraulic conductivities for these members at the Mol site are 1.7×10-12 and 4.4×10-12 m/s, respectively, with a vertical anisotropy Kh/Kv of about 2.5. Higher K values, but still low (10-12 to 10-10 m/s), are observed in the more silty zones above and below. A regional analysis of vertical K variability of the Boom Clay in the northeast of Belgium confirms this typical K profile of the Boom Clay based on test results from other four regional boreholes. Furthermore, an increase in overall Boom Clay vertical hydraulic conductivity from the east towards the west in north-east Belgium was observed.
|Title of host publication||Propriétés de transfert des géomatériaux TRANSFERT 2012. Actes du colloque|
|Place of Publication||Lille, France|
|State||Published - Mar 2012|
|Event||Transfert 2012 - Ecole Centrale de Lille, LML-ER4, Lille|
Duration: 20 Mar 2012 → 22 Mar 2012
|Period||2012-03-20 → 2012-03-22|