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Water samples discrete sample

The dry combustion-direct injection technique provides many advantages over other methods, such as quick response and complete oxidation for determining the carbon content of water. Its primary shortcoming is the need for rapid discrete sample injection into a high-temperature combustion tube. When an aqueous sample is injected into the furnace, it is instantaneously vapourised at 900 °C and a 5000-fold volume increase can be expected. Such a sudden change in volume causes so-called system blank and limits the maximum volume of injectable water sample, which in turn limits the sensitivity [106,107]. [Pg.495]

Figure 14. Water column analysis involving pump profiling system. In the system pictured, conductivity (an index of salinity) and temperature are profiled. The fluorometer measures ij vivo fluorescence from chlorophyll (from all phytoplankton) and discrete samples are taken for cell counts and nutrient chemistry. Photodetectors can be employed for the measurement of bioluminescence. Light measurements range from Secchi disc readings to more sophisticated transmissometry and spectral radiometry instruments. Figure 14. Water column analysis involving pump profiling system. In the system pictured, conductivity (an index of salinity) and temperature are profiled. The fluorometer measures ij vivo fluorescence from chlorophyll (from all phytoplankton) and discrete samples are taken for cell counts and nutrient chemistry. Photodetectors can be employed for the measurement of bioluminescence. Light measurements range from Secchi disc readings to more sophisticated transmissometry and spectral radiometry instruments.
Samples of Sedan ejecta were collected around the crater lip and along several transects of the ejecta field. A 10-inch diameter hole is dug with a conventional posthole auger at each sampling station. Discrete samples are taken at depths of 6 inches, 1 foot and at 1-foot intervals below that to a depth of 5 or 6 feet. The sample is passed through a 2-mm. sieve and collected into 1-quart wide-mouthed Mason jars. Samples are shipped to the Lawrence Radiation Laboratory (Livermore, Calif.), where aliquots are taken from the jars and lyophilized on a large vacuum manifold. Individual glass traps are utilized on the manifold and extracted water from each ejecta sample is collected separately. The extracted water is assayed for tritium with a model 3375 Packard liquid... [Pg.107]

We determined the net formation rates in discrete samples at several depths in the water column, with and without filtration, using waters from several lakes. We also investigated the decay processes, in the dark, for whole lake waters, lake waters filtered through varying mesh size filters, and in pure bacterial cultures. These results added to our understanding of the processes responsible for the observed distribution of H202. Our current research activities (18) are reviewed and synthesized in this chapter. [Pg.396]

Deep water may be sampled from a discrete depth or at several discrete intervals. When sampling from several discrete depths at one sampling point, the order of sampling is from the shallow to the deep intervals. The sampling point is approached from a boat or from the shore, a bridge, or a dam. [Pg.154]

Deep water sampling procedures are similar to those for surface water sampling, the difference is in the sample delivery method. There are several types of discrete depth liquid samplers available today to perform this task, such as glass weighted bottles, Wheaton bottles, Kemmerer samplers, or electrical pumps. [Pg.154]

Standard hydrographic data (temperature, salinity, fluorescence and inorganic nutrients) were generally recorded continuously. Chlorophyll a concentrations of discrete samples were determined fluorometrically. Water samples were preserved with Lugol s iodine solution and 0.5% neutralised formaldehyde for onshore identification and enumeration of the phytoplankton using an inverted microscope. [Pg.184]

The two basic types of water sample are discrete samples and composite samples in the majority of cases, each type supplies slightly different information on the water body in question. They are depicted graphically in Figure 1.1. [Pg.3]

Water samples from large rivers, estuaries, and the sea can be collected in using flasks that are hand-held (polyethylene-gloved hand, mouth down) or attached to a 3-4 m telescopic tube, from platforms with the aid of a pump, and from oar-propelled rubber dinghies, and also with special bottles for discrete depth sampling (Figure 1.7). [Pg.10]

FIGURE 1.7 Sampling of water at discrete depths with the Ruttner sampler. [Pg.10]

To see how these different e(i ) functions combine to create an interaction, consider the case of two hydrocarbon half-spaces A = B = H across water medium m = W. First plot eH(/ ) and ew(i ) as continuous functions [see Fig. LI.22(a)]. These are plotted at only the discrete sampling frequencies at which they are to be evaluated a log plot in frequency shows how compression of the arithmetically even spacing fit- = 0.159 n eV in index n works with the varying difference in eH(/ ) and ew(i ) [see Fig. LI. 22(b)],... [Pg.61]

In the early days of flame spectrometry, some very elaborate accessories were designed to give reproducible discrete sample nebulization.16,17 However, as the technique became more widely employed, the devices used became progressively simpler, often taking the form of small funnels with a capillary bore outlet connected directly to the nebulizer capillary.17 Even this is not really necessary, because all that is required is a small (1-2 ml capacity) beaker with a conical depression in the bottom. Conventional Auto Analyser sample cups work very well. The end of the flexible nebulizer aspiration tube is simply dipped into the droplet of solution in the cone. This is especially useful if, for example, such sample cups have been used for evaporative pre-concentration of water samples in a vacuum desiccator.19... [Pg.76]

The usual procedure for the pump profiles was to define the features in he water column with a down cast and conduct discrete sampling on the up. ast. The data presented are from cruises 2, 3, and 4 of the 1988 Black Sea Expedition on the R/V Knorr (11). The complete data set was used in this analysis. [Pg.165]

Strata may be spatial, temporal, or determined by other relevant criteria. For example, in the spatial sense, a series of strata could comprise discrete areas associated with a study location, each with different geology, or different topography, or different history of contamination, or different soils (or aquatic sediments), or waters sampled at different depths within a lake to take account of stratification or, in an estuary, salinity gradient. See Ref. 5 for more detail of stratification issues in water sampling. In the temporal sense, different strata could comprise different seasons, or portions of the diurnal cycle, or time periods relative to a process such as an upstream effluent release. [Pg.7]

The ratio of the resistivity (R ) in sediment to the resistivity (R. ) in pore water defines the formation (resistivity) factor (F). (a) and (m) are constants which characterize the sediment composition. As Archie (1942) assumed that (m) indicates the consolidation of the sediment it is also called cementation exponent (cf. Sect. 3.2.2). Several authors derived different values for (a) and (m). For an overview please refer to Schon (1996). In marine sediments often Boyce s (1968) values (a = 1.3, m = 1.45), determined by studies on diatomaceous, silty to sandy arctic sediments, are applied. Nevertheless, these values can only be rough estimates. For absolutely correct porosities both constants must be calibrated by an additional porosity measurement, either on discrete samples or by gamma ray attenuation. Such calibrations are strictly only valid for that specific data set but, with little loss of accuracy, can be transferred to regional environments with similar sediment compositions. Wet bulk densities can then be calculated using equation 2.3 and assuming a grain density (cf. also section 3.2.2). [Pg.35]

Fig. 2.7 Formation factor versus porosity for six gravity cores retrieved from different sedimentation provinces in the South Atlantic. Porosities were determined on discrete samples by wet and dry weights and volumes, formation factors by resistivity measurements. The dashed lines indicate Archie s law for a = 1 and cementation exponents (m) between 1 and 5. For a description of the sedimentation provinces, core numbers, coring locations, sediment compositions, water depths and constants (a) and (m) derived from linear least square fits please refer to Table 2.1. Unpublished data from M. Richter, University Bremen, Germany. Fig. 2.7 Formation factor versus porosity for six gravity cores retrieved from different sedimentation provinces in the South Atlantic. Porosities were determined on discrete samples by wet and dry weights and volumes, formation factors by resistivity measurements. The dashed lines indicate Archie s law for a = 1 and cementation exponents (m) between 1 and 5. For a description of the sedimentation provinces, core numbers, coring locations, sediment compositions, water depths and constants (a) and (m) derived from linear least square fits please refer to Table 2.1. Unpublished data from M. Richter, University Bremen, Germany.

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