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Water summary

D. R. Helsel, "Statistical Analyses of Water QuaHty Data," in R. W. Paulson, E. B. Chase, J. S. WiUiams, andD. W. Moody, eds.. Compilers, National Water Summary 1990—91, U.S. Geological Survey Water-Supply Paper 2400, U.S. Geological Survey, Reston, Va., 1993, pp. 93—100. [Pg.205]

Battelle Memorial Institute, Report to Office of Saline Water, Summary Report on... [Pg.149]

Biggar, J.W., Doneen, L.D., Riggs, I.R. (1966) Soil interaction with organically polluted water. Summary Report, Department of Water Science and Engineering, University of California, Davis, California. [Pg.806]

Meade, R.H., and Parker, R.S. (1985) Sediment in rivers of the United States. In National Water Summary 1984—Hydrologic Events, Selected Water Quality Trends, and Groundwater Resources. U.S. Geol. Survey Water Supply Paper no. 2275, 1—467. [Pg.627]

Polissar L, Severson RK, Boatman ES. 1983. Cancer risk from asbestos in drinking water Summary of a case-control study in western Washington. Environ Health Perspect 53 57-60. [Pg.319]

United States Geological Survey (1984). National Water Summary 1984, Water-Supply Paper 2275, Golden, CO. [Pg.280]

Meads, R. H. and R. S. Parker. 1985. Sediments in Rivers of the United States. National Water Summary, 1984. U.S. Geological Survey Water Supply Paper, 2275. [Pg.741]

Gilliom RJ. 1984. Pesticides in rivers of the United States. National Water Summary 1984 - Water Quality Issues, Hydrologic Perspectives, 85-92. [Pg.219]

Table 1. Goaf water summary table of the 4 coal seam in mining field. Table 1. Goaf water summary table of the 4 coal seam in mining field.
WHO (2004). Uranium in drinking water Summary statement, WHO/SDEAVSH/03.04/118 http //www.who.int/water sanitation health/dwq/chemicals/uraniumsum.pdf (accessed August 3, 2014). [Pg.235]

J. Richard P. Novitzki, R. Daniel Smith Judy D. Fretwell, Wetland Functions, Values, and Assessment, in National Water Summary on Wetland Resources 2 (U.S. Geological Survey Water Supply Paper 2425,1996) Environmental Protection Agency, Functions and Values of Wetlands (EPA 845-E-01-002C, September 2001) U.S. Geological Survey, Executive Summary 2 (U.S. Geological Survey Water Supply Paper 2425, 1996). [Pg.319]

In summary, solvents can influence Diels-Alder reactions through a multitude of different interactions, of which the contributions to fire overall rate uniquely depend on the particular solvent-diene-dienophile combination. Scientists usually feel uncomfortable about such a situation and try to extract generalities. When limited to the most extensively studied type A Diels-Alder reactions this approach seems feasible. These Diels-Alder reactions are dominated by hydrogen bonding interactions in combination with solvophobic interactions. This observation predicts a very special role of water as a solvent for type A Diels-Alder reactions, which is described in Section 1.4. [Pg.10]

In summary, water is clearly an extremely bad solvent for coordination of a hard Lewis acid to a hard Lewis base. Hence, catalysis of Diels-Alder reactions in water is expected to be difficult due to the relative inefficiency of the interactions between the Diels-Alder reactants and the Lewis-acid catalyst in this medium. [Pg.31]

In summary, the effects of a number of important parameters on the catalysed reaction between 2.4 and 2.5 have been examined, representing the first detailed study of Lewis-acid catalysis of a Diels-Alder reaction in water. Crucial for the success of Lewis-acid catalysis of this reaction is the bidentate character of 2.4. In Chapter 4 attempts to extend the scope of Lewis-acid catalysis of Diels-Alder reactions in water beyond the restriction to bidentate substrates will be presented. [Pg.63]

In summary, the groups of Espenson and Loh observe catalysis of Diels-Alder reactions involving monodentate reactants by Lewis acids in water. If their observations reflect Lewis-acid catalysis, involvirg coordination and concomitant activation of the dienophile, we would conclude that Lewis-acid catalysis in water need not suffer from a limitation to chelating reactants. This conclusion contradicts our observations which have invariably stressed the importance of a chelating potential of the dienophile. Hence it was decided to investigate the effect of indium trichloride and methylrhenium trioxide under homogeneous conditions. [Pg.109]

In summary, we have demonstrated that it is possible to extend the scope of Lewis-acid catalysis of Diels-Alder reactions in water, by employing a chelating auxiliary. We envisage that analogues of 4.39 capable of undergoing a Mamrich reaction with 4.50 can be treated with reactive dienes in the presence of a Lewis-acid catalyst in water. [Pg.119]

In summary, all studies on the influence of micelles on himolecular Diels-Alder reactions indicate that the apparent rate constants in these media are strikingly similar to the rate constants in water. [Pg.131]

In summary, the work in this thesis provides an overview of what can be achieved with Lewis-acid and micellar catalysis for Diels-Alder reactions in water as exemplified by the reaction of3-phenyl-l-(2-pyridyl)-2-propene-l-ones with cyclopentadiene. Extension of the observed beneficial effect of water on rates and particularly enantioselectivities to other systems is envisaged. [Pg.163]

Effectiveness ofi Water Spray Mitigation Systems fior Accidental Releases ofiHydrogen Fluoride, Summary Report, National Technical Information Service, June 1989. [Pg.201]

The energy balance should analyse the energy flows by type and amount, ie, present summaries of electricity, fuel gas, steam level, heat rejected to cooling water, etc. It should include reaUstic loss values for turbine inefficiencies and heat losses through insulation. [Pg.83]

Clarke (23) used many of the analyses from the program in his summary of the composition of river and lake waters of the United States. [Pg.202]

Other Constituents of Stream Water. The records reported ia Refs. 21 and 22 were obtaiaed for the primary purpose of evaluating the suitabihty of surface water resources of the United States for utilization by iadustry and for irrigation of agricultural lands ia the western part of the country. These stream waters also provide pubHc water suppHes for many municipahties. Evaluations of water quaUty for the latter purpose emphasize constituents that were not given detailed consideration ia Refs. 21 and 22 summaries, although there are references ia Ref. 21 to work done ia various state health laboratories and municipal treatment plants. [Pg.203]

Analysis of Clean Water Act Effluent Guidelines Pollutants. Summary of the Chemicals Regulated by Industrial Point Source Category U.S. EPA, Washiagton, D.C., 40 CFR Parts 400-475, 1991. [Pg.200]

The specific use appHcations of sodium chlorite varies from country to country. Important factors are the regulatory and environmental laws in effect for air and water quaUty standards. Sodium chlorite is generally priced at about four to six times the cost of sodium chlorate. The Hst price of 80% technical-grade NaC102 in January 1991 was 2.65/kg (146). In 1990, the estimated consumption of sodium chlorate for the production of sodium chlorite in Canada was about 2700 metric tons and about 9100 metric tons in the United States (74). In Western Europe, the 1990 chlorate consumption estimate was about 11,000 metric tons. A summary of 1991 U.S. and foreign sodium chlorite producer annual plant capacities in various world market areas is given in Table 3. [Pg.488]

In equation 1, the Grignard reagent, C H MgBr, plays a dual role as reducing agent and the source of the arene compound (see Grignard reaction). The Cr(CO)g is recovered from an apparent phenyl chromium intermediate by the addition of water (19,20). Other routes to chromium hexacarbonyl are possible, and an excellent summary of chromium carbonyl and derivatives can be found in reference 2. The only access to the less stable Cr(—II) and Cr(—I) oxidation states is by reduction of Cr(CO)g. [Pg.134]

In summary, for systems of the ethanol—water—benzene type, the three most attractive sequences for carrying out azeotropic distHlation are the Kubierschky three-column sequence, the Kubierschky two-column sequence, and the Ricard-AHenet three-column sequence. For each of these there is the added possibHity of putting a Hquid—Hquid extraction step after the azeo-column. [Pg.197]

The procedure of simultaneous extracting-spectrophotometric determination of nitrophenols in wastewater is proposed on the example of the analysis of mixtures of mono-, di-, and trinitrophenols. The procedure consists of extraction concentrating in an acid medium, and sequential back-extractions under various pH. Such procedures give possibility for isolation o-, m-, p-nitrophenols, a-, P-, y-dinitrophenols and trinitrophenol in separate groups. Simultaneous determination is carried out by summary light-absorption of nitrophenol-ions. The error of determination concentrations on maximum contaminant level in natural waters doesn t exceed 10%. The peculiarities of application of the sequential extractions under fixed pH were studied on the example of mixture of simplest phenols (phenol, o-, m-, />-cresols). The procedure of their determination is based on the extraction to carbon tetrachloride, subsequent back-extraction and spectrophotometric measurement of interaction products with diazo-p-nitroaniline. [Pg.126]


See other pages where Water summary is mentioned: [Pg.900]    [Pg.900]    [Pg.17]    [Pg.47]    [Pg.221]    [Pg.192]    [Pg.75]    [Pg.134]    [Pg.171]    [Pg.332]    [Pg.256]    [Pg.86]    [Pg.159]    [Pg.203]    [Pg.239]    [Pg.50]    [Pg.29]   
See also in sourсe #XX -- [ Pg.257 ]




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