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Changes expected in Mexico City's seismic response due to land subsidence caused by groundwater extraction are examined.
The hydrological relation in the lower soil layer among cropland-treebelt-desert was caused by groundwater recharge, as cropland irrigation raised up the groundwater level to replenish the deep soil layer.
We analyze the optimal design of a pumping test for estimating hydrogeologic parameters that are subsequently used to predict stream depletion caused by groundwater pumping in a leaky aquifer.
The occurrence of many buildings' collapse in Kaohsiung, Taiwan, is caused by groundwater leakages in the reception area of a shield tunnel machine during the construction of an underground metro subway tunnel.
The predicted results indicate that equivalent freshwater head in shallow freshwater-saline water area will decline 2.0 m by the end of the forecasting period, caused by groundwater over-pumping for farmland irrigation.
For the alkaline aquifers of this site (pH 7.02 8.44), U mobilization is due to the formation and desorption of Ca2UO2 CO3 30 and CaUO2 CO3 32− caused by groundwater Ca2+ elevation via mineral weathering and Na-Ca exchange, incorporated U VI) release from calcite, and U IV) oxidation by Fe(OH 3.
Similar(47)
The results demonstrated that there was generally a gradual increase in 234U/238U ratios in groundwater with increasing catchment area, which based on δ18O data was caused by deeper groundwater pathways and longer residence times in larger catchments.
Numerical results showed different flow patterns due to the groundwater elevation; wave run-up weakens and wave run-down strengthens by the seaward currents caused by elevated groundwater.
Superimposed on those broad, climatically determined, soil patterns are local variations caused by topography, groundwater conditions, and parent materials.
The latter movements matched the analytical predictions of soil displacements caused by the groundwater oscillations.
Cured-In-Place-Plastic (CIPP) pipeline rehabilitation liners are designed to prevent creep-induced collapse caused by external groundwater pressure.
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