Correlation between groundwater flow and deformation in the fractured carbonate Gran Sasso aquifer (INFN underground laboratories, central Italy)

被引:24
作者
Amoruso, A. [1 ]
Crescentini, L. [1 ]
Martino, S. [2 ]
Petitta, M. [2 ]
Tallini, M. [3 ]
机构
[1] Univ Salerno, Dipartimento Fis, Fisciano, Italy
[2] Univ Roma La Sapienza, Dipartimento Sci Terra, I-00185 Rome, Italy
[3] Univ Aquila, Dipartimento Ingn Civile Edile Architettura & Amb, Ctr Ric & Formaz Ingn Sism, I-67100 Laquila, Italy
关键词
HARD-ROCK AQUIFER; HYDRAULIC CONDUCTIVITY; CRACK-PROPAGATION; CENTRAL APENNINES; TRACER TESTS; TRANS-PECOS; WATER FLOW; PERMEABILITY; TUNNEL; MODEL;
D O I
10.1002/2013WR014491
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The Gran Sasso massif is a carbonate fractured aquifer with a spring discharge of more than 18 m(3) s(-1). The water table has been partially drained by two motorway tunnels and an underground laboratory (UL), located into the core aquifer. Karst features have limited role below the water table, where groundwater flow is mainly regulated by the fracture network. Two paired laser extensometers (BA and BC) recorded ground deformation in the UL. Changes in deformation correlate with the seasonal recharge/discharge cycle of groundwater flow and its long-term changes. Hydrostatic conditions prevail during the recharge phases because of the low permeability of local fractures, favoring compression, and hydraulic gradient increase above the UL. Fast groundwater flow through the high-permeability fault outcropping in the UL can enhance local dilatation for short periods. Spring discharge during exhaustion periods is fed by the low-permeability fracture network, fostering hydrodynamic conditions by hydraulic gradient decrease, diminishing compression and consequently favoring dilatation. Independent support to this conceptual model comes from local tests and a numerical model which highlights the hydromechanical strain effects induced by the hydrological cycle on the jointed rock mass along BA and the role of the hydraulic gradient on the rock mass deformation.
引用
收藏
页码:4858 / 4876
页数:19
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