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APPLICATIONS IN LAKES

In most lakes the distribution of dissolved substances is dominated by transport due to turbulent motions. Mixing in the horizontal direction is rapid, resulting in nearly homogeneous concentrations horizontally. In the vertical direction, density stratification suppresses turbulence, thus reducing vertical exchange of dissolved substances and heat. As a consequence vertical concentration and heat gradients can build up. Because density stratification varies seasonally, vertical mixing varies substantially over the year. [Pg.651]

The vertical flux F of a dissolved substance resulting from turbulent motion is commonly described in analogy to transport by molecular diffusion  [Pg.652]

The net flux of mass of dissolved substance or of heat by turbulent motion can be interpreted as being the result of the exchange of water volume per unit time between neighboring regions in the water body which have different substance concentrations or temperatures  [Pg.652]

Assuming that at the lake surface He is in equilibrium with the atmosphere Hetri, [Pg.654]

As mentioned above H- He age and isolation age unfortunately do not exactly agree in mixed waters. Nevertheless, direct application of H- He age for quantification of water exchange is possible but limited to cases where (1) the concentration is approximately homogeneous, and (2) the water age is small compared to the half-life of tritium. The second condition is required because if H- He ratios are small the water age can be linearized (Eqn. 34). If both conditions are fulfilled, mixing affects the H- He age in the same way as Hetn. Then, the H- He age behaves as a bio-geochemically inert tracer with a constant source term increasing the age by 1 yr per yr and the H- He age can be treated as an ideal tracer of the isolation age. [Pg.656]


Physical controls are generally only applicable in lakes. The infinence of river morphology on eutrophication is not sufficiently well understood to be used effectively. The exception to this would be the short-term use of high flow to reduce the retention time to levels which limit growth rates of nuisance species such as cyanobacteria. [Pg.38]

Eccles, F. M., A. A. Hafer, and W. B. Wilson, The Gas Turbine and Its Application in the Chemical Industry, presented at AIChE. meeting. Lake Placid, NY Sept. (1955) (General Electric Co. bulletin GER-1092). [Pg.688]

Lesli GL, Mills WR, Dunivin WR et al (1998) Performance and economic evaluation of membrane processes for reuse application. In Proceedings of water reuse conference. Lake Buena Vista, PL, USA... [Pg.126]

Hudson RJM, Gherini SA, Watras CJ, Porcella DB. 1994. Modeling the biogeochemical cycle of mercury in lakes the Mercury Cycling Model (MCM) and its application to the MTL study lakes. In Watras CJ, Huckabee JW, editors. Mercury pollution integration and synthesis. Boca Raton (FL) Lewis Publishers, CRC Press Inc., p. 473-523. [Pg.43]

Mackay D, Diamond M (1989) Application of the QWASI (quantitative water air sediment interaction) fugacity model to the dynamics of organic and inorganic chemicals in lakes. Chemosphere 18 1343-1365... [Pg.67]

El-Daoushy, M. F. A. F., The determination of 210Pb and 226Ra in lake sediments and dating application, Uppsala, Sweden report UUIP-979 (1976). [Pg.359]

In lakes and streams, mercury can collect in the bottom sediments, where it may remain for long periods of time. It is difficult to release the mercury from these matrices for analysis. Several investigators have liberated mercury from soil and sediment samples by the application of heat to the samples and the collection of the released mercury on gold surfaces. The mercury was then released from the gold by application of heat or by absorption in a solution containing oxidizing agents as discussed below [35, 49],... [Pg.405]

Both the barium lake P.R.49 1 and the calcium lake P.R.49 2 resemble Lake Red C pigments (P.R.53 1) in terms of fastness to organic solvents, to alkali and acid, and to fastness in application. However, P.R.49 grades are much less heat stable, which narrows their applicability in plastics. Areas of application, especially in the USA, include elastomers, to a lesser extent also inexpensive industrial paints, air drying and nitro paints. Their main market, however, is in printing inks. [Pg.318]

Initially, these lakes were precipitated onto inorganic carrier materials. It is interesting to note that this group of colorants was originally used for pigments in paints. Application in the textiles market followed later. Today, it is mainly the calcium and barium salts, but also manganese and, less frequently, strontium salts that have the largest sales volume. [Pg.323]

Does lawn chemical application affect water quality in lakes, streams, or rivers (% some or a lot) 70 85 35... [Pg.86]

Under natural conditions, Ri may be reduced by wind, so that spread monolayers of hexadecanol or similar materials may significantly retard evaporation. In the last few years they have found commercial application in reducing evaporation from lakes and reservoirs in hot, arid regions where the amount of water lost by evaporation may be so great as to exceed the amount usefully used. Another application is to reduce the evaporation from heated swimming-pools here it is important to save the latent heat of evaporation rather than the water. [Pg.3]

It is fairly safe to state that, except for flow through porous media, the environment experiences turbulent flow. The reason that we have not used a river, lake, or the atmosphere as an application in an example in Chapter 2 is that these flows are always turbulent. The example simply would not have been realistic. To emphasize this point, we will consider the constriction of a water or air flow that would be required to have the other option, laminar flow. [Pg.97]

The estimates of the sample size obtained in this way are valid for one-dimensional objects, e.g. output of factories, rivers, sampling lines in lakes, stationary sampling points for air monitoring, etc. A sample of papers that are devoted to the application of autocorrelation in sampling schemes is e.g. [Pg.54]

Toxicokinetic studies in humans have demonstrated that coumarin is rapidly absorbed from the gastrointestinal tract after oral administration and extensively metabolized by the liver in the first pass, with only 2-6% reaching the systemic circulation intact (Ritschel etal., 1977, 1979 Ritschel Hofimann, 1981).The elimination of coumarin from the systemic circulation is rapid, the half-lives following intravenous doses of 0.125, 0.2 and 0.25 mg/kg bw being 1.82, 1.46 and 1.49 h [109, 88 and 89 min], respectively (Ritschel et a/., 1976). Coumarin is also extensively absorbed after dermal application. In one study with human subjects, some 60% of a 2.0-mg dose applied for 6 h was absorbed (reviewed in Lake, 1999). The percutaneous absorption of coumarin has also been demonstrated in vitro with human skin (Beckley-Kartey et al, 1997 Yourick Bronaugh, 1997). [Pg.202]

In addition, there exist a multitude of different applications in water analysis by ICP-MS for environmental control. For example, Lawrence et cdP determined rare earth element concentrations in natural waters (these are river, lake, sea or groundwater) by quadrupole ICP-MS using external calibration and employed river water reference material SLRS-4 to validate the analytical data. The speciation of yttrium and lanthanides in water samples by SEC-ICP-MS was studied by Haraguchi et a/.18 whereby the detection of La, Ce and Pr corresponded to the occurrence of large organic molecules. [Pg.301]

The application of such solution- versus solid-associated speciation information may be illustrated by considering an organic chemical, say 1,4-dimethylbenzene (DMB), in a lake and in flowing groundwater. In lakes, the solid-water ratio is given by the suspended solids concentration (since Vw Ftot), which is typically near lO-6 kg-L-1. From experience we may know that the Kid value for DMB in this case happens to be 1 L kg-1 therefore we can see that virtually all of this compound is in the dissolved form in the lake ... [Pg.287]

Application of the dynamic water/sediment model to the fate of the PCBs in Lake Michigan is summarized in Table 2 3.7. As it turns out, for both congeners the steady-state concentrations are virtually unchanged relative to the values calculated for the three-phase one-box model of Table 23.5. We also note that in the model the sorbed concentrations are still significantly smaller than the measured values. The same is... [Pg.1079]


See other pages where APPLICATIONS IN LAKES is mentioned: [Pg.615]    [Pg.616]    [Pg.650]    [Pg.4]    [Pg.615]    [Pg.616]    [Pg.650]    [Pg.4]    [Pg.78]    [Pg.82]    [Pg.272]    [Pg.613]    [Pg.326]    [Pg.8]    [Pg.336]    [Pg.274]    [Pg.773]    [Pg.776]    [Pg.817]    [Pg.1005]    [Pg.1135]    [Pg.1319]    [Pg.1341]    [Pg.395]    [Pg.649]    [Pg.394]    [Pg.88]    [Pg.60]    [Pg.773]    [Pg.776]    [Pg.817]    [Pg.1005]    [Pg.1135]    [Pg.1341]    [Pg.499]   


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