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To eliminate the possibility that these effects were caused by increased extracellular osmolality due to high concentrations of cis-UCA, cells were treated with an equimolar concentration of PIPES, which is otherwise nontoxic to cells.
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The drag reduction character of surfactant solutions was observed to be affected by concentration, pipe diameter, pipe roughness, and solvent type.
Higher P concentrations were recorded at end-of-pipe locations compared to piezometers at similar depth, and attributed to a larger contributing area reaching the pipe from the surface and surrounding subsurface layers.
The purpose of this paper is to investigate rheology and hydrodynamic behavior of different mass concentration of bentonite suspensions in pipe flow.
We also used them in the current analysis to examine characteristics of the automated method by generating point concentration estimates at the water sampling locations using estimated values for initial concentration of PCE in the pipe and residential water use.
The concentrations at the beginning of the outlet pipes depend directly on the flow rates and concentration of the end of the inlet pipes based on the 1-D law defined in this paper.
We inoculated a 20 μL S. aureus suspension into 180 μL of Pipes buffer containing various concentrations of antibiotic (Pentobra, tobramycin) in 96-well plates for a total of ∼10 CFU/well.
Moreover, the concentration of CO and HC in the exhaust pipe decreased by introducing ethanol blends, but CO2 and NOx emissions increased.
As a result, the concentration of the particle inside the pipe is determined by the balance between the two actions, namely, the migration due to the stress gradient and the hindrance due to the increased rheological properties.
The high iron concentration in the groundwater may also be due to the rusting of pipes and/or some localized effects.
It was determined that transmission-corrected gamma-ray spectra provide a reliable way to monitor the 235U concentration of uranyl nitrate solution in transfer pipes in NUCPs.
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