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Capacity test

Incubate 0.5 ml of the protein dissolved in a buffer with elevated ionic strength, e.g., 1M ammonium sulfate or sodium chloride or potassium chloride, 50 mM phosphate buffer, and pH 7.0, with 0.5 ml of HIC media of different hydrophobicity, e.g., ethyl (C2), butyl (C4), hexyl (C6), and octyl (C8) substituted agarose, at 0 °C for 30 min. Centrifuge and analyse the supernatant for the protein of interest. [Pg.107]

Depending on target stability or further steps of purification, especially with respect to the sometimes severe elution conditions, it has to be decided whether the interested protein will be adsorberd to the HIC matrix or stay in solution. [Pg.108]

The HIC medium with the optimal properties is chosen for batch or column absorption. [Pg.108]

Sample application is done analogously to ion exchange chromatography (see Sect. 3.4.3). [Pg.108]

As described for lEC, elution is done by a stepwise or a continuous change of buffer composition. The mildest elution buffer is an aqueous buffer with low ionic strength, e.g., 20 mm Tris-HCl. If it is not successful, desorb with a chaotropic solvent, e.g., 2 M potassium rhodanide (thiocyanate), 2.5 M guanidinium hydrochloride, up to 7 M urea, or with increasing concentrations of methanol or acetonitrile. Especially the use of rhodanide or urea may be accompanied by a chemical modification of amino acid side chains, which disturbs amino acid analysis. [Pg.108]


Available Chlorine Test. The chlorine germicidal equivalent concentration test is a practical-type test. It is called a capacity test. Under practical conditions of use, a container of disinfectant might receive many soiled, contaminated instniments or other items to be disinfected. Eventually, the capacity of the disinfectant to serve its function would be overloaded due to reaction with the accumulated organic matter and organisms. The chlorine germicidal equivalent concentration test compares the load of a culture of bacteria that a concentration of a disinfectant will absorb and still kill bacteria, as compared to standard concentrations of sodium hypochlorite tested similarly. In the test, 10 successive additions of the test culture are added to each of 3 concentrations of the hypochlorite. One min after each addition a sample is transferred to the subculture medium and the next addition is made 1.5 min after the previous one. The disinfectant is then evaluated in a manner similar to the phenol coefficient test. For equivalence, the disinfectant must yield the same number of negative tubes as one of the chlorine standards. [Pg.139]

In any capacity test to determine the potential ota plant dryer, the effects of the following variables should be studied ... [Pg.1184]

Safety Valve Stability and Capacity Test Results... [Pg.541]

The Kelsey-Sykes (KS) test. Having regard to the many disadvantages alleged against the RW and CM tests, attempts were made and published in the early 1960s to find improved test methods. The foundations for the new test were laid by Kelsey et al. in 1965, and with the collaboration of the late G. Sykes and ofisobel M. Maurer, the Kelsey-Sykes test was evolved. This test embodied several principles. Firstly, it was a capacity test. Here a bacterial inoculum was added to the disinfectant in three successive lots at 0, 1 and 5 minutes. This is the principle of a capacity test where the capacity or lack of capacity ofthe disinfectant to destroy successive additions of a bacterial culture is tested. [Pg.238]

In summary, therefore, the KS suspension test differs from the RW and CM tests in that it is a capacity test, it reports the data as a pass or fail and not as a numerical cipher, i.e. not as a coefficient, and it uses a range of microorganisms. It combines an individual feature ofthe RW and CM tests in that it can report on disinfectant activity under both clean and dirty conditions. [Pg.238]

Cowen R.A. (1978) Kelsey-Sykes capacity test a critical review. PharmJ, 220, 202-204. [Pg.255]

IR spectra did not show differences between the intermediate phase and the disordered cancrinite. Therefore, IR techniques fail when were used to identify these phases. One more effective way to identify disordered cancrinite and the intermediate phase is by using X-ray diffraction (XRD). Fig 1 shows the diffractogram of both tectosilicates. In the intermediate phase, the observed peaks correspond with those reported in the literature[4]. The main differences between both spectra correspond to those peaks placed between 25°<20<35°, which are more intense for the disordered cancrinite [9]. Likewise, the results of specific surface area for the intermediate phase (sample 5) and the disordered cancrinite (sample 6) were 35 and 41 m2/g respectively. The antacid capacity test was carried out with the samples 5 and 6. Fig. 2 shows the relationship between experimental pH versus the mass content of the tectosilicates. The neutralization capacity of these solids is related with its carbonate content which reacts with the synthetic gastric juice to neutralize it. In general, the behaviour of solids is similar the pH increases as the weight of the studied solid is increased. However, a less disordered cancrinite mass amount must be employed to reach a pH= 4 in comparison... [Pg.146]

Ways In Which The Odour Capacity Test Might Be Used To Predict Odour Nuisance From Spreading... [Pg.152]

DCP were subjected to two types of preliminary tests— capacity tests and desorption efficiency tests. On the basis of these tests, a sorbent material was tentatively selected for each analyte the selection was confirmed only after the overall sampling and analysis method was validated. [Pg.54]

In the capacity tests, the sorbent materials were challenged... [Pg.54]

In some desorption efficiency tests, the sorbent materials that had yielded the most promising results in the capacity tests were spiked with solutions of HCCP in hexane, HCBD in hexane, or... [Pg.56]

DCP in 15% (v/v) acetone in cyclohexane. In other tests, desorption efficiency was determined prior to capacity tests. [Pg.56]

The most serious limitation to the use of porous polymers is batch-to-batch variation. We have found tremendous variation in recovery and capacity tests with different manufacturer s lots of the same sorbent. Often even an extensive clean-up procedure did not result in reproducible data. For this reason, we recommend testing several manufacturer s lots. This often requires more extensive method development than required with charcoal and silica gel methods. [Pg.187]

Flow capacity testing The usually special testing of a pressure relief device to determine its operating characteristics, including measured relieving capacity. This tests whether the valve flows the capacity as stated in the literature or as per given flow coefficients, or to simply determine the flow coefficient of the valve as such. This is done on a spot-check basis by independent notified bodies in limited locations worldwide especially approved for that purpose. [Pg.39]

Isenburg J, Moore M (1992) Generalized acid neutralization capacity test. In Gilliam TM, Wiles CC (eds) Stabilization and solidification of hazardous, radioactive, and mixed wastes, vol 2. ASTM STP 1123, American Society for Testing and Materials, Philadelphia, pp 361-377... [Pg.188]

Cation exchange experiments were performed with gel and macroporous resins, and with both simulated and authentic plant solutions. Scouting experiments showed that Dowex 50W x 8 was the most effective cation resin tested. Complexing of Fe + with oxalate ion was also necessary to obtain adequate column capacity. Test data are summarized in Table II. [Pg.104]

Use of this small-capacity test oven can facilitate an experiment, and the eaqperiments presented in this report were conducted in this oven. In this test oven, the value of MF of 80 DDPM forms the boundary between the fluidity control region and the coal rank control region. [Pg.262]

Results of adsorption capacities tests are gathered in Table 1. Samples prepared in the presence of SDS present good efficiency towards Pb cations and p-nitrophenol. By comparing two samples with equivalent numbers of accessible amines (e.g TbS 1 and Tb3), we can see that these samples adsorb the same quantities of Pb cations. [Pg.218]

ASTM E 23-66 was applied for the dimensions of standard specimens except that the mat reinforced specimen (GC 33 wt % ) used ASTM D 256-56. Specimens were taken from a molded plate along the longitudinal fiber direction, and V notches were cut edgewise, perpendicular to both fiber direction and molding surface. Occasionally a specimen notched on the molding surface (flatwise) was used. Tests were performed with an instrumented Charpy impact tester (10) with a 30 kg-m or 150 kg-cm capacity. Test temperatures were varied from — 196°-250°C. [Pg.375]

Include in the PQ testing capacity tests for stress and overload conditions to comply with 211.63 ( adequate size ). The nature and extent of these capacity tests will vary, depending on the architecture of the individual CDS system and also how an individual laboratory uses it. [Pg.475]

Only those functions that are classified as both mandatory and critical are tested in the qnali-fication phase of the validation. Therefore in Table 20.3 functions 3.3.03 and 3.3.06 are not considered for testing as they do not meet the criteria. The remaining four requirements all constitnte capacity requirements that can be combined together and tested under a single capacity test script, which in this example is called Test Script 05 (TS05). In this way, requirements are prioritized and classified for risk and the most critical one can be traced to the PQ test script. [Pg.484]

System capacity tests, e.g., analyzing the largest expected nnmber of samples in a batch, were incorporated within some test scripts to demonstrate that the system was capable of analyzing the acmal sample volume that could be expected in the laboratory. Interfaces between the CDS and other software apphcations, e.g., DIMS... [Pg.488]

The considerations for designing stress and capacity tests for a CDS will be discussed here and will be based on the client-server architecture shown in Figure 20.3. Note that all aspects of the system that need to be tested must be dehned in the system specihcation documentation. [Pg.488]


See other pages where Capacity test is mentioned: [Pg.57]    [Pg.139]    [Pg.71]    [Pg.104]    [Pg.107]    [Pg.56]    [Pg.82]    [Pg.424]    [Pg.558]    [Pg.174]    [Pg.315]    [Pg.319]    [Pg.340]    [Pg.217]    [Pg.219]    [Pg.221]    [Pg.223]    [Pg.225]    [Pg.227]    [Pg.229]    [Pg.232]    [Pg.344]    [Pg.263]   
See also in sourсe #XX -- [ Pg.80 ]




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