TY - JOUR
T1 - Multi-scale aquifer characterization and groundwater flow model parameterization using direct push technologies
AU - Rogiers, Bart
AU - Vienken, Thomas
AU - Gedeon, Matej
AU - Batelaan, Okke
AU - Mallants, Dirk
AU - Huysmans, Maijke
AU - Dassargues, Alain
N1 - Score = 10
PY - 2014/9
Y1 - 2014/9
N2 - Direct push (DP) technologies are typically used for cost-effective geotechnical characterization of unconsolidated soils and sediments. In more recent developments, DP technologies have been used for efficient hydraulic conductivity (K) characterization along vertical profiles with sampling resolutions of up to a few centimetres. Until date, however, only a limited number of studies document high-resolution in situ DP data for three-dimensional conceptual hydrogeological model development and groundwater flow model parameterization. This study demonstrates how DP technologies improve building of a conceptual hydrogeological model. We further evaluate the degree to which the DP-derived hydrogeological parameter K, measured across different spatial scales, improves performance of a regional groundwater flow model. The study area covers an area of ~60 km2 with two overlying, mainly unconsolidated sand aquifers separated by a 5–7 m thick highly heterogeneous clay layer (in north-eastern Belgium).
AB - Direct push (DP) technologies are typically used for cost-effective geotechnical characterization of unconsolidated soils and sediments. In more recent developments, DP technologies have been used for efficient hydraulic conductivity (K) characterization along vertical profiles with sampling resolutions of up to a few centimetres. Until date, however, only a limited number of studies document high-resolution in situ DP data for three-dimensional conceptual hydrogeological model development and groundwater flow model parameterization. This study demonstrates how DP technologies improve building of a conceptual hydrogeological model. We further evaluate the degree to which the DP-derived hydrogeological parameter K, measured across different spatial scales, improves performance of a regional groundwater flow model. The study area covers an area of ~60 km2 with two overlying, mainly unconsolidated sand aquifers separated by a 5–7 m thick highly heterogeneous clay layer (in north-eastern Belgium).
KW - Direct push technologies
KW - Cone penetration testing
KW - Injection logging
KW - Hydraulic profiling
KW - Heterogeneity
KW - Conditional simulation
KW - Non-stationary geostatistics
UR - http://ecm.sckcen.be/OTCS/llisapi.dll/open/ezp_136426
UR - http://knowledgecentre.sckcen.be/so2/bibref/11715
U2 - 10.1007/s12665-014-3416-1
DO - 10.1007/s12665-014-3416-1
M3 - Article
SN - 1866-6280
VL - 72
SP - 1303
EP - 1324
JO - Environmental Earth Sciences
JF - Environmental Earth Sciences
IS - 5
ER -