scholarly journals High-water-base hydraulic fluid-irradiation experiments

1981 ◽  
Author(s):  
E. C. Bradley ◽  
S. A. Meacham
1965 ◽  
Author(s):  
E. S. Blake ◽  
G. F. Deebel ◽  
G. A. Richardson
Keyword(s):  

1964 ◽  
Author(s):  
E. S. Blake ◽  
G. F. Deebel ◽  
G. A. Richardson
Keyword(s):  

1990 ◽  
Vol 56 (532) ◽  
pp. 3592-3596 ◽  
Author(s):  
Tomoji TSUJINO ◽  
Akira SHIMA ◽  
Yuichi OIKAWA

Author(s):  
N. Garti ◽  
A. Aserin ◽  
S. Ezrahi

The strategy for the development of microemulsion-based fire-resistant hydraulic fluids has been expounded. Phase diagrams were constructed for mixtures of water, oil, and nonionic surfactants with and without cosurfactants. From these phase diagrams, the boundaries of the monophasic area were outlined. After the major components had thus been determined, several preliminary formulations were developed by incorporating suitable additives into the oleic ingredient of the hydraulic fluid. These carefully chosen additives considerably improve the performance of the hydraulic fluid. The resulting microemulsion-based compositions complied with most of the requirements set for fire-resistant hydraulic fluids. Model systems pertinent to such formulations were utilized in order to investigate structural factors, which induce enhanced water solubilization. The role played by alcohols in this context was elucidated in terms of an empirical equation. Sophisticated scattering and NMR methods have demonstrated the variations in the microstructure of a high water content model system. Sub-zero differential scanning calorimetry (DSC) techniques have revealed the existence of two types of water (free and bound) and determined their relative concentrations.


1964 ◽  
Author(s):  
E. S. Blake ◽  
G. F. Deebel ◽  
G. A. Richardson
Keyword(s):  

2021 ◽  
Vol 13 (13) ◽  
pp. 2542
Author(s):  
Kris E. J. Campbell ◽  
Alastair Ruffell ◽  
Jamie Pringle ◽  
David Hughes ◽  
Su Taylor ◽  
...  

Inspections of engineered structures below water level are essential to ensure the long-term serviceability of bridge infrastructure and to avoid major damage or failure. This research aimed to investigate integrated geophysical technologies for the underwater inspection of bridge foundation-related scour and erodible scour-based infill. Survey methods focused on Water-Penetrating Radar (WPR), supplemented by sonar. Whilst the survey benefits of the sonar imaging water–sediment interface and structures are well known, those of WPR are not. However, it is ideally suited to the survey of the water base and sub-sediment in shallow (>10 m) freshwater, especially where suspended sediment, weed infestation or methane impede sonar results. Our work produced good WPR imagery acquired from small, manoeuvrable boats that allowed bathymetric profiles to be plotted, as well as the likely locations of soft-sediment scour in future high-water flow events. This study provides clear benefits for integrated sonar and WPR surveys in the quantitative assessment of engineered structures within freshwater.


2014 ◽  
pp. 1-23 ◽  
Author(s):  
John Sherman ◽  
Jonathon Maloy ◽  
Emidio Martino ◽  
Patrice Cusatis ◽  
Paul Fasano

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