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Municipal water application

Municipal water applications often are restricted to weir overflow rates of 3.5-15 m m hr. Industrial practice is for the most part unregulated and based on higher rates. Certainly this is true of the chlor-alkali industry, where there are downstream provisions for removing the traces of suspended solids that escape the clarifier. Maximum overflow rates are usually set at 5-25hr". At a diameter that we shall call the critical diameter for this discussion, the criteria based on rise rate and on weir overflow rate become equal. [Pg.577]

The most common application of carbon adsorption in municipal water treatment is in the removal of taste and odor compounds. Figure 12 provides an example of a process flow diagram for a municipal water treatment plant. In this example water is pumped from the river into a flotation unit, which is used for the removal of suspended solids such as algae and particulate matter. Dissolved air is the injected under pressure into the basin. This action creates microbubbles which become attached to the suspended solids, causing them to float. This results in a layer of suspended solids on the surface of the water, which is removed using a mechanical skimming technique. Go back to Chapter 8 if you need to refresh your memory on air flotation systems. [Pg.416]

Seek alternatives to chlorine for water treatment and disinfecting applications. For example, sodium hypochlorite has been used both in industrial and municipal water treatment applications (Somerville, 1990). Other alternatives include calcium hypochlorite, ozone, ultraviolet radiation and heat treatment (Negron, 1994 Mizerek, 1996). [Pg.84]

For the field study, sewage sludge from a local municipal water treatment plant was added to a field (sandy soil) at the rates of 0, 23, 46, 92, and 184 tons/ha. Lettuce was planted after six months of sludge application. Soils were taken at the end of the field experiment (about 8 months of sludge application) (Banin et al., 1990). [Pg.171]

Municipal water treatment(s), 26 123-125 activated carbon application, 4 752-753 bioremediation and, 3 755 goal of filtration in, 26 105 reverse osmosis in, 27 647-648... [Pg.607]

One important application of acid-base titrations is the determination of the alkalinity of various kinds of samples. It is an especially important measurement for the proper treatment of municipal water and wastewater. Alkalinity of a water sample is defined as its acid-neutralizing capacity. It is determined by titrating the water sample with standard acid until a particular pH is achieved. The alkalinity value... [Pg.107]

For ultrafiltration applications, hollow fine fibers have never been seriously considered because of their susceptibility to fouling. If the feed solution is extremely fouling, tubular systems are still used. Recently, however, spiral-wound modules with improved resistance to fouling have been developed these modules are increasingly displacing the more expensive tubular systems. This is particularly the case with clean feed solutions, for example, in the ultrafiltration of boiler feed water or municipal water to make ultrapure water for the electronics industry. Capillary systems are also used in some ultrafiltration applications. [Pg.153]

In the last few years, a third type of microfiltration operating system called semi-dead-end filtration has emerged. In these systems, the membrane unit is operated as a dead-end filter until the pressure required to maintain a useful flow across the filter reaches its maximum level. At this point, the filter is operated in cross-flow mode, while concurrently backflushing with air or permeate solution. After a short period of backflushing in cross-flow mode to remove material deposited on the membrane, the system is switched back to dead-end operation. This procedure is particularly applicable in microfiltration units used as final bacterial and virus filters for municipal water treatment plants. The feed water has a very low loading of material to be removed, so in-line operation can be used for a prolonged time before backflushing and cross-flow to remove the deposited solids is needed. [Pg.277]

Concerns about groundwater contamination and municipal water supply quality have driven much of the growth of various water treatment schemes involving nanofiltration as a stand-alone process or in combination with RO and/or UF in a broad range of water treatment systems delivering precise purity levels and attractive process economics. Other established applications include corn syrup concentration, recycling of water-soluble polymers, effluent treatment for the food and beverage industry, metal... [Pg.383]

Water is one of the key utilities in most pharmaceutical facilities. It is used as a solvent, product ingredient, cleaning agent, and for many other applications. Some of those applications require water of higher purity than typically found in municipal water supplies. Therefore companies install private water purification systems that become a critical part of their utility infrastructure. [Pg.4039]

Municipal water plants provide limited treatment, mostly intended to make the water safe to drink. A lot of contaminants, such as salts, dissolved gases, and organic materials contained in natural sources, remain in the municipal water supply. In addition, chlorine or other disinfectants are often added as part of the treatment process to control microbial contamination. For many critical applications required in pharmaceutical plants, such water quality is not sufficient, and further treatment is necessary. [Pg.4039]

The water purification properties of carbon adsorbents have been recognized for more than two millennia, wood chars having been utilized for tins purpose, as early as 200 B.C. [ 1 ]. Modern applications of adsorbents in water supply practice have their roots in the development of public treatment systems in the early 10th century. By the mid 1800 s charcoal was used for taste and odor removal in a number of municipal water plants in England [ 2 ], and more than twenty large scale carbon filtration plants were built and put into operation in the U.S. before the turn of that century [3 ]. [Pg.455]

In order to lower the iron concentration in groundwater prior to pumping raw water to the municipal water treatment plant, air is injected into the groundwater source. The injected air oxides the iron in the groundwater. This process involves the periodical injection of air into groundwater via a series of wells that surrounds a production well. This application was implemented in a groundwater supply system in Pembroke, MA. [Pg.4]

While this DE technology has been used extensively in specialized applications, such as swimming pools and military mobile water and wastewater applications (7-10), DE filtration is a new technology for municipal water supply treatment. [Pg.156]

An MF has a wide range of applications in water and wastewater treatment. The most promising opportunity for MF is the treatment of municipal water, allowing it to be disinfected without any disinfectants such ozone and chlorine. A recent study showed... [Pg.207]

Technology for large-scale application of chemical reduction is well developed. The reduction of residual chlorine in a chlorination or superchlorination process system is termed dechlorination, which is the most common process in municipal water and wastewater treatment. The reduction of chromium waste by sulfur dioxide is another classic process and is in use by numerous plants employing chromium compounds in operations such as electroplating. [Pg.486]

The pH and dissolved solids content of a water supply are important factors, which relate to the corrosivity of the supply. Corrosivity is of concern in the lifetime of municipal water distribution systems, as well as for the feed water of power boilers and process cooling water. pHs in the neutral to slightly alkaline range are generally preferred for these applications. Most aquatic creatures... [Pg.120]


See other pages where Municipal water application is mentioned: [Pg.445]    [Pg.261]    [Pg.445]    [Pg.261]    [Pg.1683]    [Pg.1721]    [Pg.363]    [Pg.375]    [Pg.582]    [Pg.180]    [Pg.246]    [Pg.154]    [Pg.336]    [Pg.29]    [Pg.225]    [Pg.229]    [Pg.282]    [Pg.299]    [Pg.59]    [Pg.331]    [Pg.337]    [Pg.402]    [Pg.334]    [Pg.149]    [Pg.59]    [Pg.34]    [Pg.146]    [Pg.208]    [Pg.2009]    [Pg.2046]    [Pg.1234]    [Pg.336]   


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