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For the design and the analysis of the temporal behavior of a hydraulic system, one therefore needs an accurate mathematical model that describes the fluid flow in a compliant duct.
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For testing the accuracy of our numerical method, propagation behavior of a single hydraulic fracture is simulated.
In the present work, a concrete permeability testing setup was designed to study the behavior of hydraulic concrete subjected to constant hydraulic pressure.
This paper introduces a new technique for interpreting pressures behavior of a horizontal well with multiple hydraulic fractures.
Sedimentation along with consolidation processes dictate the in situ engineering and hydraulic behavior of a particulate system such as soil.
Various analytical expressions describing the hydraulic behavior of a continuous permeable reactive barrier (PRB) are developed based upon a two-dimensional approximation of the local groundwater flow system.
Using this methodology, a closed-form solution is derived to describe the hydraulic behavior of a single fracture during combined normal and shear loading processes.
In this study, the hydraulic behavior of a pin-hole drain is investigated using the numerical method, and the applicability of the pin-hole method is evaluated by performing a numerical parametric study for various design parameters.
The thermal and hydraulic behavior of a reference trapezoidal finned surface, experimentally evaluated by present authors in an open-circuit wind tunnel, has been compared with numerical simulations carried out by using the commercial CFD software COMSOL Multiphysics.
A mathematical model is developed to simulate the hydraulic behavior of a real case study situated in Gorla Maggiore (Italy), which includes vertical flow subsurface beds (VF) as first stage and a free water surface bed (FWS) as second stage.
Initial results obtained from the application of X-ray tomogranhy toperatingating vapor liquid contactor indicate that the technology has the potential to provide insight into the underlying hydraulic behavior of a packed column.
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