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Hydraulic pulse tests have been widely used to estimate the fluid transport properties of low-permeability geomaterials.
The modelling results indicate that the air inclusions can significantly increase the fluid compressibility and thus delay the hydraulic pulse decay process, which may lead to underestimation of permeability.
The first stimulator is appropriate for experiments in anesthetized animals; the surface to be stimulated is immersed in water warmed to body temperature and the tactile stimulus is generated as an hydraulic pulse.
FLUTe™ liners are used to generate a new style of hydraulic pulse, with pressure response monitored in a nearby network of open boreholes drilled in gneissic rock of the Canadian Shield in eastern Ontario, Canada.
Then a series of laboratory experiments with a hydraulic pulse cavitation vibration tool was conducted to validate the model, the simulated results are in good agreement with the experimental measurement.
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The proposed method makes use of a specially designed permeameter to generate hydraulic pulses within the sealed cavity.
A hydraulic, pulse-motor driving unit (PP5-1, Narishige, Japan) was used to advance or retract the electrode.
The straddle-packer assembly incorporated a hydraulic piston to initiate in situ pulse tests within low hydraulic conductivity (<1E−10 m/s) test intervals.
Then, the hydraulic models were established for a pulse generation device, an efficient rock breaking device and a reverse swabbing device, respectively.
The use of a pulse dampener in the hydraulic circuit enables the collection of impedance spectra at low frequencies with a peristaltic pump, allowing the measurement of finite diffusion resistances at operationally relevant flow rates.
UF backwash, achieved via direct RO concentrate flow from the RO system provided a continuous flow for sequential UF backwash which was additionally integrated with pulse backwash using a hydraulic accumulator.
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