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Suspended sediment concentration

Photolysis calculated t,/2 = 22 h for direct sunlight photolysis of 50% conversion at 40°N latitude of midday in midsummer in near surface water, t,/2 = 180 d in 5-m deep inland water and t,/2 = 190 d in inland water with a suspended sediment concentration of 20 mg/L partitioning (Zepp Schlotzhauer 1979) t,/2 = 180 d under summer sunlight in surface water (Mill Mabey 1985) direct photolysis t,/2 = 11.14 h (predicted- QSPR) in atmospheric aerosol (Chen et al. 2001). [Pg.641]

Hegeman, W.J.M., van der Weijden, C.H., Loch, J.P.G. (1995) Sorption of benzo[a]pyrene and phenanthrene on suspended harbor sediment as a function of suspended sediment concentration and salinity A laboratory study using the cosolvent partition coefficient. Environ. Sci. Technol. 29, 363-371. [Pg.907]

Figure E5.2.2. Suspended sediment concentration profile for Example 5.2. Figure E5.2.2. Suspended sediment concentration profile for Example 5.2.
Now, we need a boundary condition to determine /3i. This is difficult with suspended sediment profiles. We can develop a fairly good estimate of the distribution of suspended sediment once we have a known concentration at some location in the flow field. In the sediment transport field, bed load and suspended load are often discussed. The relation between the two, and some experience and measurements of both simultaneously, can be used to predict an equivalent suspended sediment concentration at the bed. Then, the relevant boundary condition of equation (E5.2.11) is... [Pg.112]

The mean suspended sediment concentration of a 3-m-deep river is lOg/m. The mean sediment settling velocity is 0.01 m/s, and the river slope is 2 x 10 . Assuming that is constant with z, what is the concentration profile for sediment in the river Does the solution make physical sense at all boundaries Explain. [Pg.120]

During the first five sampling cruises on the Mississippi River near its mouth below Belle Chasse, Louisiana, the correlations among peak spectral ratios, discharge, and suspended sediment concentrations were measured... [Pg.215]

Table VI. Correlations (r2) of Peak Spectral Ratio, Discharge, and Suspended Sediment Concentrations... Table VI. Correlations (r2) of Peak Spectral Ratio, Discharge, and Suspended Sediment Concentrations...
Servos, M.R., Muir, D.C.G. (1989b) Effect of suspended sediment concentration on the sediment to water partition coefficient for... [Pg.1251]

Kineke, G.C., and Sternberg, R.W. (1989) The effects of particle settling velocity on computed suspended-sediment concentration profiles. Mar. Geol. 90, 159-174. [Pg.610]

Meites, L. A. K., M. O. Smith, and J. B. Adams. 1993. "Estimating suspended sediment concentrations in surface waters of the Amazon River wetlands from Landsat images." Remote Sensing of Environment 43 281-301. [Pg.272]

Figure 15.9 Weight-percent organic carbon in the particulate phase versus total suspended sediment concentration (TSS, mg l O for the Amazon River mainstem and its major tributaries within Brazil. The solid line gives the Meybeck (1982) relationship derived from a global compilation of river data. Figure 15.9 Weight-percent organic carbon in the particulate phase versus total suspended sediment concentration (TSS, mg l O for the Amazon River mainstem and its major tributaries within Brazil. The solid line gives the Meybeck (1982) relationship derived from a global compilation of river data.
If TSS is total suspended sediment concentration in the river, K, the ratio of concentration in the suspended sediments over dissolved concentration, then the proportion D of a given element in the dissolved phase can be... [Pg.2496]

Using traditional methods of whole-water analysis, concentrations of these HCs are usually underestimated. Indeed, by these methods HCs may not even be detected, although they may occur on sediment at concentrations likely to have toxic effects on biota. The conventional approach for determining the concentration of HCs on suspended sediment is to analyze a whole-water sample and a filtered water sample and to assume that the difference between the two represents the fraction sorbed to suspended sediment. The major problem with this approach is that the amount of suspended sediment and associated contaminant in the whole-water sample may not be sufficient to produce a detection by whole-water analysis methods. This is particularly true if the suspended sediment concentration in the sample is small, as is generally the case for springs relative to surface water. For example, if a sample contains 50 mg/L of suspended sediment, and the sediment contains 300 pg/kg of polychlorinated biphenyls (PCBs) (a concentration likely to adversely affect biota health (Environment Canada, 1998)), the concentration of PCBs in the whole-water sample will be 0.015 pg/L. This concentration is well below most laboratory method detection limits—for example, the USGS National... [Pg.39]

Assinder et al. (1985) reported that the behaviour of radionuclides in the Esk Estuary was determined by its physical characteristics and by its location close to the Sellafield discharge point. Relatively high specific activities of radionuclides in the dissolved phases of waters were encountered. They found that sediment reworked from earlier deposits within the estuary formed a major part of the sediment load of the tidal waters and therefore provided a significant part of the total activity of the particulate phase. The temporal and spatial variation of the total water activity for radionuclides such as Pu follows the pattern for suspended sediment concentration whereas, for conservative radionuclides (e.g. Cs), the... [Pg.160]

Suspended-sediment concentrations increased sharply on rises and reached a maximum at or, commonly, shortly before peak discharge (Figures 6 and 7). Peak sediment concentrations consistently occurred at times of minima in silica concentration. This is to be expected if minimum silica and maximum sediment concentrations coincide with maximum contribution of overland runoff to stream flow, for at that time maximum dilution of silica-rich subsurface flow by direct runoff would occur and maximum erosive capability of direct runoff would exist. If this reasoning is correct, peak stream discharge would coincide with peak contribution from overland flow only when rainfall was intense or the surface soil was of very low permeability. Normally, peak direct runoff would precede peak stream discharge because of the significant contribution of subsurface flow at maximum stream discharge. [Pg.133]


See other pages where Suspended sediment concentration is mentioned: [Pg.61]    [Pg.29]    [Pg.37]    [Pg.176]    [Pg.181]    [Pg.182]    [Pg.184]    [Pg.186]    [Pg.502]    [Pg.116]    [Pg.745]    [Pg.244]    [Pg.263]    [Pg.284]    [Pg.305]    [Pg.309]    [Pg.332]    [Pg.2448]    [Pg.2448]    [Pg.2496]    [Pg.2513]    [Pg.2514]    [Pg.2518]    [Pg.23]    [Pg.24]    [Pg.30]    [Pg.41]    [Pg.94]    [Pg.72]    [Pg.107]    [Pg.135]    [Pg.23]   
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