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Freshwater demand

In a situation where scheduling is not given beforehand, time is treated as an optimisation variable to provide a truly optimal schedule for freshwater demand and wastewater generation. The problem, in this particular case, can be stated as follows. Given the aforementioned (i)-(v ) conditions for each water using operation as well as ... [Pg.70]

The corresponding mathematical formulation entails 5534 constraints, 1217 continuous and 280 binary variables. An average of 4000 nodes were explored in the branch and bound search tree. The solution required three major iterations and took 309.41 CPU seconds to obtain the optimal solution of 1285.50 kg. This corresponds to 45.53% reduction in freshwater demand. A water reuse/recycle network that corresponds to this solution is shown in Fig. 4.11. [Pg.91]

It is well known that storage plays a significant role in bypassing the time dimension that is inherent in batch facilities. This allows for reuse and recycle of water across different time intervals within a given time horizon, thereby reducing the overall freshwater demand and wastewater generation. This is depicted in Fig. 5.1,... [Pg.99]

Fig. 5.1 Impact of reusable water storage on freshwater demand (Majozi, 2006)... [Pg.100]

Figure 12.11 represents targeting in interval (0.25-0.51 kg salt/kg water). This interval, as shown in Fig. 12.8, has the B and the C reactions with an overall water demand of 560 kg. Since both these reactions start before the completion of the washing operation of product A, no reusable water is available in the reaction time subintervals. This implies that fresh water will have to be used. The accumulated fresh water demand is, therefore, 1560 kg. As this is the last concentration interval, this quantity presents itself as the target for the optimal design. This is equivalent to a 34% reduction in freshwater demand compared to the base case. [Pg.258]

Purification of mined inland sodium chloride has created problems with the disposal of the waste mother liquors obtained from the purification process. Deep-well disposal into a deep brine aquifer has been practised to minimize subterranean impact [33]. River discharge used to be employed, but with growing freshwater demands and the significant negative impact of a salt discharge on freshwater uses, this method has been discontinued. [Pg.193]

Table 9-3 Area and freshwater demand and emissions of biohydrogen production equivalent to 542 PJ/yr, from [67]... [Pg.268]

Freshwater demand (90 % recycling) 1.7 10 m /yr 10 % of River Nile during dry season... [Pg.268]

Chapagain, A.K., Hoekstra, A.Y. 2008. The global component of freshwater demand and supply an assessment of virtual water flows between nations as a result of trade in agricultural and industrial products. Water International 33(1), 19-32. [Pg.71]

In reality, the demands upon most freshwaters, whether from human potable supply, animal watering, aquaculture, recreation, or amenity are increasing, and a need exists to monitor the types, location and levels of cyanobacterial toxins. [Pg.122]

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]

Sometimes it may become necessary to shut-in a gas well when the demand for gas is low. In such instances, the well is shut-in for an indefinite period, after which it is reopened and production is resumed. It often has been found that the production rate of gas from the reopened well is substantially less than it was before the well was shut-in. During production, the inner wall of the production tubing will be coated with a film of condensed freshwater because of the geothermal gradient. This water flows down when production is interrupted and can cause formation damage. This may occur because clays are normally saturated with brine water and not with freshwater. This swelling can be prevented with the injection of some additive, for example, sodium chloride, potassium chloride, calcium chloride, or an alcohol or a similar organic material [1853]. [Pg.63]

The company has now been told that it must reduce the total water demand by at least 10 per cent. Carry out a water minimization study to determine the scope for reusing water. Discussions with the operations managers have concluded that not all the operations need to be fed with freshwater. The maximum concentrations that can be tolerated at the inlet of the operations are given in Table 26.20. [Pg.622]

Wetzel, R. G. 2000a. Freshwater ecology Changes, requirements, future demands. Limnology 1 3-11. [Pg.477]


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See also in sourсe #XX -- [ Pg.98 ]




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