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Chemical loading

Of the top ten most frequently reported toxic chemicals on the TRI list, the prevalence of volatile chemicals explains the air intensive toxic chemical loading of the refining industry. Nine of the ten most commonly reported toxic chemicals are highly volatile. Seven of the ten are aromatic hydrocarbons (benzene, toluene, xylene, cyclohexane, 1,2,4-trimethylbenzene, and ethylbenzene). [Pg.105]

Data Structures. Inspection of the unit simulation equation (Equation 7) indicates the kinds of input data required by aquatic fate codes. These data can be classified as chemical, environmental, and loading data sets. The chemical data set , which are composed of the chemical reactivity and speciation data, can be developed from laboratory investigations. The environmental data, representing the driving forces that constrain the expression of chemical properties in real systems, can be obtained from site-specific limnological field investigations or as summary data sets developed from literature surveys. Allochthonous chemical loadings can be developed as worst-case estimates, via the outputs of terrestrial models, or, when appropriate, via direct field measurement. [Pg.34]

From these data, aquatic fate models construct outputs delineating exposure, fate, and persistence of the compound. In general, exposure can be determined as a time-course of chemical concentrations, as ultimate (steady-state) concentration distributions, or as statistical summaries of computed time-series. Fate of chemicals may mean either the distribution of the chemical among subsystems (e.g., fraction captured by benthic sediments), or a fractionation among transformation processes. The latter data can be used in sensitivity analyses to determine relative needs for accuracy and precision in chemical measurements. Persistence of the compound can be estimated from the time constants of the response of the system to chemical loadings. [Pg.35]

Comparisons between observed data and model predictions must be made on a consistent basis, i.e., apples with apples and oranges with oranges. Since models provide a continuous timeseries, any type of statistic can be produced such as daily maximums, minimums, averages, medians, etc. However, observed data are usually collected on infrequent intervals so only certain statistics can be reliably estimated. Validation of aquatic chemical fate and transport models is often performed by comparing both simulated and observed concentration values and total chemical loadings obtained from multiplying the flow and the concentration values. Whereas the model supplies flow and concentration values in each time step, the calculated observed loads are usually based on values interpolated between actual flow and sample measurements. The frequency of sample collection will affect the validity of the resulting calculated load. Thus, the model user needs to be aware of how observed chemical loads are calculated in order to assess the veracity of the values. [Pg.163]

The term unitary indicates a single chemical loaded in munitions or stored as a lethal material. More recently, binary munitions have been produced in which two relatively safe chemicals are loaded into separate compartments to be mixed to form a lethal agent after the munition is fired or released. The components of binary munitions are stockpiled in separate states. They are not included in the present CSDP, but they are being destroyed in a separate program. [Pg.39]

The results from this case study can be used as input to the general comprehensive RRR fate and transport model (i. e., which includes volatilization, photolysis, biodegradation, and sorption/desorption modules) in order to predict organic leachate-generated chemical loads and concentrations at highway boundary or landfill sites. [Pg.232]

The implementation of these steps into a dyehouse reduces the chemical load of the released wastewater considerably. In particular the replacement of substances that exhibit high toxicity or very low biodegradabUity will facilitate the following efficient treatment of the wastewater. [Pg.364]

Printing Printing pastes Concentrated chemical load... [Pg.373]

A large number of techniques have been described in the literature, for example, dyestulf adsorption, oxidative and reductive treatments, electrochemical oxidation or reduction methods, electrochemical treatment with flocculation, membrane separation processes, and biological methods [37-55]. Each of these techniques offers special advantages, but they can also be understood as a source of coupled problems, for example, consumption of chemicals, increased COD, AOX, increased chemical load in the wastewater, and formation of sludge that has to be disposed. [Pg.381]

Generally, any release of printing pastes into the wastewater should be avoided, and in many countries such action is forbidden. Figure 13 gives an overview of the possible proceedings to minimize chemical load in the wasted water from the release of printing pastes [64,65]. [Pg.386]

Figure 13 Minimization of chemical load from textile printing (from Ref. 57). Figure 13 Minimization of chemical load from textile printing (from Ref. 57).
The wastewater from dyeing processes contains a lot of components in various concentrations, for example, dyestuff, alkali, acid, salt, and auxiliaries [85]. In a first basic step, a separation of the wastewater stream according to the degree of chemical load should be performed. [Pg.389]

Gunster DG, Bonnevie NL, Gillis CA, et al. 1993a. Assessment of chemical loadings to Newark Bay, New Jersey from petroleum and hazardous chemical accidents occurring from 1986 to 1991. Ecotoxicol Environ Saf 25(2) 202-213. [Pg.179]

Fortunately, there are other substances - bases - which react with acids and make them safe. Bases are sometimes as powerfully corrosive as acids, but when an acid and a base are mixed together they neutralize each other, producing harmless "salts" and water. Containers carrying dangerous chemicals are marked with a placard identifying the chemical load, and must always carry instructions on the side as to which chemicals should be used as neutralizers in case of an accident. [Pg.16]

This chapter is concerned with the influence of mechanical stress upon the chemical processes in solids. The most important properties to consider are elasticity and plasticity. We wish, for example, to understand how reaction kinetics and transport in crystalline systems respond to homogeneous or inhomogeneous elastic and plastic deformations [A.P. Chupakhin, et al. (1987)]. An example of such a process influenced by stress is the photoisomerization of a [Co(NH3)5N02]C12 crystal set under a (uniaxial) chemical load [E.V. Boldyreva, A. A. Sidelnikov (1987)]. The kinetics of the isomerization of the N02 group is noticeably different when the crystal is not stressed. An example of the influence of an inhomogeneous stress field on transport is the redistribution of solute atoms or point defects around dislocations created by plastic deformation. [Pg.331]

The construction of a mass balance model follows the general outline of this chapter. First, one defines the spatial and temporal scales to be considered and establishes the environmental compartments or control volumes. Second, the source emissions are identified and quantified. Third, the mathematical expressions for advective and diffusive transport processes are written. And last, chemical transformation processes are quantified. This model-building process is illustrated in Figure 27.4. In this example we simply equate the change in chemical inventory (total mass in the system) with the difference between chemical inputs and outputs to the system. The inputs could include numerous point and nonpoint sources or could be a single estimate of total chemical load to the system. The outputs include all of the loss mechanisms transport... [Pg.497]

Biological treatment simulations consist of either continuous (CAS) or semicontinuous (SCAS) activated sludge tests that use either synthetic or natural sewage. The sewage or initial sewage inoculum usually is taken from a domestic wastewater treatment plant in order to reduce variability (industrial wastewater plants may contain very special chemical loadings) and to simulate treatment of consumer products. If treatability information in an industrial wastewater plant is desired, samples from the plant may be used. [Pg.310]

Grant, M. C., and W. M. Lewis. 1982. Chemical loading rates from precipitation in the Colorado... [Pg.62]

Daniels, R.B. and J.W. Gilliam (1996). Sediment and chemical load reduction by grass and riparian filters. Soil Sci. Soc. Am. J., 60 246-251. Dillaha, T.A., R.B. Reneau, S. Mostaghimi, and D. Lee (1989). Vegetative filter strips for agricultural nonpoint source pollution control. [Pg.515]

Analysis of results and selection of the number of streams to be treated and the treatment technology (or management option) to be used for each stream (e.g., TTE). If multiple toxicant sources have been identified, or if the toxicity tracking approach was used, the results from the process stream characterization can be analyzed to identify the streams representing the largest contributors (in terms of toxicity and chemical load) to the ETP (referred to as mass balance). The objective of the mass balance approach is to identify those streams that represent the largest contributors (in terms of toxicity and chemical load) to the final effluent or ETP (if one exists). This approach could be used if the identified toxicant is found in multiple streams, or if the substance(s) responsible for toxicity is only suspected, but has not been conclusively identified. In the latter case, the risk associated with source stream misidentification is increased. Key steps in mass balance approach include ... [Pg.199]

Calculating mass loading for measured chemical parameters individual chemical concentrations for each stream are multiplied by the proportion of total flow for that stream, to arrive at a total loading for each parameter. Comparing and ranking loadings to determine which stream contributed the greatest chemical load for each parameter. [Pg.199]

A mass balance approach was used to identify those streams that represent the largest contributors, in terms of toxicity and chemical loading to the treatment plant. Twenty-two sampling locations, representing the main inputs and sub-components to the treatment plant, were identified and selected for characterization. For each selected location, flow measurements were taken, and samples for chemical analysis (as in Section 7.1) and toxicity testing were collected. [Pg.204]

Abstract A general theoretical and finite element model (FEM) for soft tissue structures is described including arbitrary constitutive laws based upon a continuum view of the material as a mixture or porous medium saturated by an incompressible fluid and containing charged mobile species. Example problems demonstrate coupled electro-mechano-chemical transport and deformations in FEMs of layered materials subjected to mechanical, electrical and chemical loading while undergoing small or large strains. [Pg.76]

In this paper, we analyze this experiment within the framework of Biot theory of poroelasticity, extended to include physico-chemical interactions, and study the parameters that are influencing the fluid pressure response in the downstream reservoir due to hydraulic and chemical loadings. [Pg.126]

Once p and 7r have been determined for a hydraulic and/or a chemical loading, then the volumetric strain can be computed according to t](p—atr)/G. [Pg.129]

Figure 2. Evolution of the reservoir pressure for a hydraulic and a chemical loading. The pressure is scaled by the corresponding characteristic pressure while time is scaled according to the diffusion characteristic time Th-... Figure 2. Evolution of the reservoir pressure for a hydraulic and a chemical loading. The pressure is scaled by the corresponding characteristic pressure while time is scaled according to the diffusion characteristic time Th-...
Figure 3. Downstream fluid pressure response for a pore pressure transmission test with a Pierre II Shale, for successive hydraulic and chemical loading (experimental data and matched theoretical response). Figure 3. Downstream fluid pressure response for a pore pressure transmission test with a Pierre II Shale, for successive hydraulic and chemical loading (experimental data and matched theoretical response).
The results of one of the experiments is shown in Figure 3. This particular experiment was conducted on a sample with a length L = 13 mm, for a hydraulic load an — 4.2 MPa applied for about 4 days and a chemical load ac — 7.1 MPa applied for about 3 days (and stopped once the minimum downstream pressure was reached). The chemical loading resulted from increasing the NaCl concentration of the solution from 3.9 wt % to 16.7 wt %. The experimental set-up is characterized by 5.1, corresponding to V,i 4 mm3. [Pg.131]

In this study, uniaxial confined swelling and compression experiments were performed on a hydrogel that mimics the behaviour of biological tissues. The deformation of the sample and the electrical potential difference over the sample, caused by varying mechanical and chemical loads, were measured successfully. [Pg.133]


See other pages where Chemical loading is mentioned: [Pg.798]    [Pg.177]    [Pg.182]    [Pg.25]    [Pg.34]    [Pg.35]    [Pg.163]    [Pg.609]    [Pg.87]    [Pg.371]    [Pg.127]    [Pg.141]    [Pg.141]    [Pg.67]    [Pg.81]    [Pg.205]    [Pg.126]    [Pg.130]    [Pg.133]   
See also in sourсe #XX -- [ Pg.280 ]

See also in sourсe #XX -- [ Pg.103 ]




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