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Water demand

Many cities of the world do not levy a separate fee on water distributed, and even in those places where water is in shortest supply, a minimal ration may be free to everyone. The problem of wasted water and unmetered water a dding to the overall water demand is not new. In ancient Rome, fountains were coimected to the pubHc water by privately installed and owned lead pipelines, many of which were unrecorded, illegal, and hence untaxed. Frontius, the water commissioner of Emperor Nerva of Rome in AD 96, developed cmde meters to increase revenue and cut demand. [Pg.236]

In another process water is introduced into the hot calcined gypsum mass in a kettie to reduce the temperature of a portion of the mass to below the boiling point of water. The mass is then reheated (2). Stabilized setting and water demand properties are claimed as are water demand levels below those attainable through aridizing. [Pg.420]

Evaporative condensers (Fig. 11-88) are widely used due to lower condensing temperatures than in the air-cooled condensers and also lower than the water-cooled condenser combined with the cooling tower. Water demands are far lower than for water-cooled condensers. The chemical industry uses shell-and-tube condensers widely, although the use of air-cooled condensing equipment and evaporative condensers is on the increase. [Pg.1113]

Potable Water RO and NF both play a major role in providing potable water, defined either by the WHO criterion of <1000 ppm total dissolved solids (TDS) or the U.S. EPA limit of 500 ppm TDS. RO is most prominent in the Middle East and on islands where potable-water demand has outstripped natural supply. A plant awaiting startup at Al Jubail, Saudi Arabia produces over 1 mVs of fresh water (see Table 22-17). Small units are found on ships and boats. Seawater RO competes with multistage flash distillation (MSF) and multieffect distillation (MED) (see Sec. 13 Distillation ). It is too expensive to compete with conventional civil supply (canals, pipelines, w ls) in most locations. Low-pressure RO and NF compete with electrodialysis for the desalination of brackish water. The processes overlap economically, but they are sufficiently different so that the requirements of the application often favor one over the others. [Pg.2034]

Today resource limitations have caused the United States Environmental Protection Agency (USEPA) to reassess schedules for new rules. A 1987 USEPA survey indicated there were approximately 202,000 public water systems in the United States. About 29 percent of these were community water systems, which serve approximately 90 percent of the population. Of the 58,908 community systems that serve about 226 million people, 51,552 were classified as "small" or "very small." Each of these systems at an average serves a population of fewer than 3300 people. The total population served by these systems is approximately 25 million people. These figures provide us with a magnitude of scale in meeting drinking water demands in the United States. Compliance with drinking water standards is not... [Pg.8]

Distribution system-This system should cover all facets of outside fire protection water demands in order to provide adequate water distribution for existing conditions and the possibility of plant expansion. [Pg.175]

In areas where the water demand of the plant may exceed the supply capacity of the local mains, it will be necessary to install additional storage tanks. It is likely that if the local supply is subject to low flow rates additional storage is already available for services such as fire protection. [Pg.360]

The quality of water demanded from a CPP depends on the power plant which it services. An indication of the qualities demanded are given in Table 17.3. [Pg.835]

NOTE Under these low hardness but high MU demand circumstances, other risk factors also exist, especially in smaller boilers. Typically, the high MU water demand reduces the FW temperature, which permits the oxygen level to rise and thus requires additional sulfite scavenger to counter the increased risk of corrosion. Also, the requirement for BD is increased as TDS and SS levels also rise, so fuel and other operating costs increase accordingly. [Pg.225]

Fig. 2 Relative proportion (%) of water demand in relation to available resources in the main catchments of the Iberian Peninsula (data derived from Libro Blanco del Agua en Espana, Spanish Ministry of Environment 2000)... Fig. 2 Relative proportion (%) of water demand in relation to available resources in the main catchments of the Iberian Peninsula (data derived from Libro Blanco del Agua en Espana, Spanish Ministry of Environment 2000)...
Consequences of Climate Variability and Human Water Demand on Freshwater Ecosystems A Mediterranean Perspective from the United States... [Pg.55]

The area of California influenced by a Mediterranean climate is home to over 30 million people. Climate variability and human water demand make freshwater a very precious resource. Allocations of water to cities, agriculture, and the environment create continual tension as demands for this vital and over-allocated resource grow. This paper presents a brief overview of water resource science and policy in a Mediterranean climate with substantial challenges from climate variability, climate change, and increasing human need. [Pg.57]

Water scarcity corresponds to the mismatch between demand and supply of water resources. The risks of water shortage in the Mediterranean countries are generally associated to the high water demand despite the limited renewable water resources and the irregular and unequal qualities [1]. [Pg.108]

Water scarcity is defined as a situation where insufficient water resources are available to satisfy long-term average requirements. It refers to long-term water imbalances, where the availability is low compared to the demand for water, and means that water demand exceeds the water resources exploitable under sustainable conditions. [Pg.130]

Days/weeks for example, algal growth, variations of water demand, news on newspapers, residence time in a river flow, etc. [Pg.131]

While some of these dynamics are natural, others are due to technological systems, or to cultural/social behavior or changes. While some of them can be described with high precision (e.g., fluid dynamics in a pipe or WWTP efficiencies), others can be approached (e.g., prevision of water demand) or estimated with low precision (e.g., rainfall regime of next years). [Pg.131]

Chen Y, Zhang D, Sun Y, Liu X, Wang N, Savenije HHG (2005) Water demand management A case study of the Heihe River Basin in China. Phys Chem Earth 30 (6-7 spec, iss.) 408 19... [Pg.146]


See other pages where Water demand is mentioned: [Pg.161]    [Pg.241]    [Pg.420]    [Pg.421]    [Pg.423]    [Pg.152]    [Pg.79]    [Pg.69]    [Pg.161]    [Pg.209]    [Pg.371]    [Pg.20]    [Pg.21]    [Pg.23]    [Pg.60]    [Pg.63]    [Pg.67]    [Pg.103]    [Pg.109]    [Pg.111]    [Pg.117]    [Pg.131]    [Pg.136]    [Pg.138]    [Pg.162]   
See also in sourсe #XX -- [ Pg.85 , Pg.92 , Pg.93 , Pg.94 ]




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