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Suspended solids measure

Before considering the use of UV spectrophotometry, the use of simple absorptiometry (generally around 700-800 nm) for suspended solid measurement should be mentioned. Even if this technique presents the same drawbacks as nephelometry, it can be used when the colloidal fraction is negligible, e.g. for the estimation of sludge concentration. A better result is obtained if the sample is first grounded by ultrasonic or mechanical means [29],... [Pg.159]

AFNOR EN 872, Suspended Solids Measurement-Method by Fiberglass Filtration, Association francaise de normalisation, France, 1996. [Pg.161]

In addition to providing a basis for process selection, particle size distribution measurements are also useful for evaluating predesign pilot plant studies. Turbidity or suspended solids measurements are traditionally used to assess process performance in such studies. However, for low-turbidity waters (< 5 turbidity units) particle counters may provide a more sensitive measure of particulate removal efficiency as well as data on the crucial question of removal efficiency as a function of size. [Pg.319]

Density Gauges These are used to measure the density or suspended solids content of the feed and underflow streams. Gamma radiation devices are the most commonly used for automatic control, but ultrasonic devices are effective in the lower range of slurry density. Marcy pulp density scales are an effective manually operated device. A solids mass flow indication is usually obtained by combining a density gauge output with the output from a flowmeter. [Pg.1689]

Suspended Solids None Suspended Solids is the measure of undissolved matter, determined gravimetrically suspended solids plug lines, cause deposits in heat exchange equipment, boilers, etc. Subsidence, filtration, usually preceded by coagulation and settling... [Pg.147]

MLVSS Mixed Liquor Volatile Suspended Solids - the volume of organic solids that can evaporate at relatively low temperatures (550 C) from the mixed liquor of an aeration tank. This volatile portion is used as a measure or indication of microorganisms present. Volatile substances can also be partially removed by air stripping. [Pg.619]

Sludge age A measure of the length of time a particle of suspended solids has been retained in the activated sludge process. [Pg.626]

Suspended solids figures represent theoretical values and are not necessarily measurable in practice. They may be used as one basis for calculating boiler BD requirements, based on the actual FW hardness. [Pg.580]

Later publications have been concerned with mass transfer in systems containing no suspended solids. Calderbank measured and correlated gas-liquid interfacial areas (Cl), and evaluated the gas and liquid mass-transfer coefficients for gas-liquid contacting equipment with and without mechanical agitation (C2). It was found that gas film resistance was negligible compared to liquid film resistance, and that the latter was largely independent of bubble size and bubble velocity. He concluded that the effect of mechanical agitation on absorber performance is due to an increase of interfacial gas-liquid area corresponding to a decrease of bubble size. [Pg.121]

The surface hardness, as measured in a standard test, is an indication of a material s ability to resist wear. This will be an important property if the equipment is being designed to handle abrasive solids, or liquids containing suspended solids which are likely to cause erosion. [Pg.286]

For a dust ignition to occur, the suspended solids concentration must lie between lower and upper limits which vary from material to material and are influenced by subtle factors such as particle shape and size distribution. From the standpoint of assessing safety hazards in commercial and industrial operations, the lower explosive limit is the more important one. The rationale of this statement is that, if the possibility of exceeding the lower limit in a powder-handling operation can not be completely ruled out, then a hazard must be recognized and appropriate measures taken. Over the... [Pg.838]

In whichever approach, the common denominator of most operations in stirred vessels is the common notion that the rate e of dissipation of turbulent kinetic energy is a reliable measure for the effect of the turbulent-flow characteristics on the operations of interest such as carrying out chemical reactions, suspending solids, or dispersing bubbles. As this e may be conceived as a concentration of a passive tracer, i.e., in terms of W/kg rather than of m2/s3, the spatial variations in e may be calculated by means of a usual transport equation. [Pg.190]

For wastewater samples, a number of additional solid determinations are typically performed, including total dissolved solids, volatile solids, and settleable solids. Total dissolved solids are the total solids minus the suspended solids and are determined in a manner similar to total solids, but after filtering out the suspended solids. Thus, a volume of the filtrate is measured into the evaporating dish and the water evaporated in a drying oven. [Pg.45]

For settleable solids, a sample of the wastewater is taken after the suspended solids are allowed to settle for a specified time. The solids in this sample are then measured in a manner similar to that for total solids. These are the nonsettleable solids. The settleable solids are then determined by subtracting from the total solids determined previously. See Workplace Scene 3.2. [Pg.45]

In contrast with the variety of methods of extraction of LAS from other solid samples (such as sediment, suspended solid, sludge) and water samples (see corresponding section), there are relatively few reports of attempts to extract LAS from biological samples [22-28]. Direct HPLC measurement of accumulation of LAS in rat liver lysosomes has been reported [29]. [Pg.461]

Measurements of dissolved sorbing phase (e.g., weight of dissolved solids, turbidity, and DOC) demonstrate the increased loading of nonsettling microparticles or macromolecules in the supernatants of batch equilibrium experiments as the solids-to-water ratio increases. It is clear that nonsettling microparticles or macromolecules vary regularly with suspended solid concentration. [Pg.127]

A3 It is well-known that, if an advanced sensor is available and capable to measure a chemical component within the medium, it is easier to implement the sensor at the output of the process rater than at the input. This fact is justified by several causes such that i) the measuring range of the sensor, the presence of suspended solids and the sensor cost [3]. Then, the total concentration of organic substrate in the influent ST,in is assumed to be unknown, piecewise constant and bounded (i.e., < ST,in < Sipf ). [Pg.181]

The solids analysis described above can be taken to yet another level by correlating the color measurement to chemical properties. An excellent model system is vanadium pyrophosphate (VPO), which is a well-known catalyst for butane oxidation to maleic anhydride. During the synthesis of the catalyst precursor, solid V2O5 particles are dispersed in a mixture of benzyl alcohol and i-butanol. In this slurry phase, the vanadium is partly reduced. Addition of phosphoric acid leads to a further reduction and the formation of the VPO structure. With a diffuse reflectance (DR) UV-vis probe by Fiberguide Ind., the surface of the suspended solid particles could be monitored during this slurry reaction. Four points can be noted from Figure 4.4 ... [Pg.97]

Fig. 8.40 Retention (R, defined as deposited solids per unit length of section/total added suspended solids, mm 0 of suspended solids in the soil subsurface (a) distribution of deposited solids in coarse sand and silt loam, (b) relative deposition (defined as -ln(a/a), where a denotes initial amount of applied suspended solids and a. denotes measured amount of deposited solid mass per unit length of section at each depth) of suspended solids in silt loam and coarse sand leached by filtered and unfiltered effluents. (Vinten et al. 1983)... Fig. 8.40 Retention (R, defined as deposited solids per unit length of section/total added suspended solids, mm 0 of suspended solids in the soil subsurface (a) distribution of deposited solids in coarse sand and silt loam, (b) relative deposition (defined as -ln(a/a), where a denotes initial amount of applied suspended solids and a. denotes measured amount of deposited solid mass per unit length of section at each depth) of suspended solids in silt loam and coarse sand leached by filtered and unfiltered effluents. (Vinten et al. 1983)...

See other pages where Suspended solids measure is mentioned: [Pg.240]    [Pg.133]    [Pg.193]    [Pg.240]    [Pg.133]    [Pg.193]    [Pg.233]    [Pg.765]    [Pg.1679]    [Pg.1728]    [Pg.409]    [Pg.1084]    [Pg.484]    [Pg.205]    [Pg.242]    [Pg.397]    [Pg.478]    [Pg.73]    [Pg.168]    [Pg.133]    [Pg.487]    [Pg.12]    [Pg.204]    [Pg.1482]    [Pg.27]    [Pg.256]    [Pg.365]    [Pg.45]    [Pg.45]    [Pg.686]    [Pg.197]    [Pg.121]    [Pg.123]    [Pg.365]    [Pg.20]   
See also in sourсe #XX -- [ Pg.125 ]

See also in sourсe #XX -- [ Pg.125 ]




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