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Gauge parameters

Consequently, Eqs. (43) and (59) are identical, for applications in a 3D parameter space, except that the vector product in the former is expressed as a commutator in the latter. Both are computed as diagonal elements of combinations of strictly off-diagonal operators and both give gauge independent results. Equally, however, both are subject to the limitations with respect to the choice of surface for the final integration that are discussed in the sentence following Eq. (43). [Pg.17]

Monitoring by Electromechanical Instrumentation. According to basic engineering principles, no process can be conducted safely and effectively unless instantaneous information is available about its conditions. AH sterilizers are equipped with gauges, sensors (qv), and timers for the measurement of the various critical process parameters. More and more sterilizers are equipped with computerized control to eliminate the possibiUty of human error. However, electromechanical instmmentation is subject to random breakdowns or drifts from caUbrated settings and requires regular preventive maintenance procedures. [Pg.406]

If basic calculations such as those presented are to be conducted, it is important to collect enough weather parameters to calculate reference evapotranspiration ETf). An on-site weather station should be considered a basic requirement minimum sensor requirements to calculate a Penman equation would include solar radiation, wind speed, relative humidity or actual vapor pressure, and air temperature. An on-site rain gauge is essential but it is also a good idea to have a rain gauge on the weather station even if it is not directly on-site. The most accurate variations of the Penman equation calculate Tq on an hourly basis. However, Penman routines using daily summaries are typically satisfactory for the purpose of calculating soil-water recharge. [Pg.888]

All proficiency testing schemes should have a statistical protocol which states clearly how the data will be processed and how laboratory performance will be evaluated. This protocol should also describe how the assigned value for any parameter in a test sample is estimated. This is an important consideration, as the performance of individual laboratories is gauged by comparison with the assigned value. [Pg.184]

Inject 20 pL of each sample and observe the retention times. Then inject 20 pL of the mixture. Record all experiment parameters, e.g., flow rate, attenuation, pressure (if pressure gauge is installed), etc. Be sure to print hard copies of all chromatograms. When finished, flush the flow path for 10 min with filtered and degassed methanol. [Pg.484]

Preliminary estimates of LNAPL made during the investigative phases of a project are usually based on the results of short-term pumping tests, approximations of actual LNAPL thickness based on gauging data generated from monitoring wells, and other approximate data. The numerical estimates based on this short-term information are often adequate to define the physical parameters sufficiently for prelim-... [Pg.338]

Natural attenuation was favorably received and approved as an appropriate remedial alternative for these two sites. Periodic gauging and monitoring of key parameters will continue for a minimum period of 2 to 3 years to demonstrate continued stability and/or decline in dissolved BTEX prior to site closure. [Pg.422]


See other pages where Gauge parameters is mentioned: [Pg.174]    [Pg.268]    [Pg.114]    [Pg.174]    [Pg.268]    [Pg.114]    [Pg.399]    [Pg.2371]    [Pg.3066]    [Pg.69]    [Pg.146]    [Pg.526]    [Pg.338]    [Pg.533]    [Pg.251]    [Pg.459]    [Pg.459]    [Pg.375]    [Pg.311]    [Pg.70]    [Pg.68]    [Pg.359]    [Pg.259]    [Pg.675]    [Pg.156]    [Pg.149]    [Pg.99]    [Pg.151]    [Pg.360]    [Pg.334]    [Pg.101]    [Pg.173]    [Pg.250]    [Pg.254]    [Pg.170]    [Pg.172]    [Pg.301]    [Pg.538]    [Pg.113]    [Pg.280]    [Pg.284]    [Pg.201]    [Pg.346]    [Pg.224]    [Pg.319]   
See also in sourсe #XX -- [ Pg.268 ]




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