Water is collected from a channel and transported to next treatment. Along this path, all the particles of type that have a grainy sedimentation rate greater than the rate of climb of current are held in tub. In practice, the sedimentation depends on surface of tub and not by its volume (survival water purification systems). In fact the same flow rate of upward flow (Qa), the greater the surface (S) of tub, the lower the speed of upward flow (Va = Qa / S), the greater the proportion of particles sedimenting.
The sedimented material is conveyed towards a hopper formed on bottom of tank, by means of mechanical pickers that sweep the bottom of same, and from here pumped to sludge treatment line. The size of tanks depends on detention time which is a function of characteristics of solid sediments present in raw waters and the type of decanter chosen.
The filtration is carried out by passing the waters (from rivers or lakes) through various types of implants removal of organic and inorganic material. The removal methods used can be physical, chemical-physical and biological function of type of substances to be eliminated from waters entering the plant.
However, the fact that the waters is by nature a solvent makes it somewhat problematic the effective elimination of many unwanted substances. The waters is entered into a tank head from which it originated the system of waters supply - drinking. The waters containing different types of organic substances and inorganic, hereinafter classified, that must be removed during the purifying treatment. Physical treatments simple: they are articulated in a single step, eliminating the suspended solids and sediments those not coarse sediments (screening and sedimentation) and non-settleable (sieving and filtration).
Physical and chemical treatments normal and driven: they are divided into several phases and eliminate non-settleable suspended solids (flocculation) and correct the chemical characteristics of waters by eliminating the dissolved substances that are incompatible with the use to which the waters is bound (softening, stabilization, removal of iron, manganese, desilication, fluoridation and defluoration, aeration).
Filter volume: the filtration takes place by means of a three-dimensional porous matrix said filter bed consisting of discrete materials of small dimensions (eg. Sand); in this case the particles are retained within filter medium. The effectiveness of a filter material depends on certain properties of particles such as size, shape and surface chemistry. The filters lenses are the first filtration system used in filtration, but they are currently little used. The slow filtration can be used in case of turbidity 10 ppm.
The waters containing sediments that can create several problems during the cycle of filtration. This law is valid for strictly spherical particles immersed in a liquid at rest and at constant temperature where the downward motion is not influenced neither by the presence of other particles or from the container walls.
The sedimentation is carried out in special tanks, called decanters, within which the waters moves in a laminar flow as possible for a time sufficient to allow the sedimentation of heavier particles. Decanters flow or vertical upward flow are generally circular section. Inse tanks the entrance of waters can be centrally from above; in this case waters, to be able to escape from the tank itself is forced along a tortuous path; in fact must first move vertically downwards in order to pass beneath a baffle concentric, said fireplace, subsequently, passed over the obstacle fireplace, must rise and exceed a weir located along the perimeter of tub.
The sedimented material is conveyed towards a hopper formed on bottom of tank, by means of mechanical pickers that sweep the bottom of same, and from here pumped to sludge treatment line. The size of tanks depends on detention time which is a function of characteristics of solid sediments present in raw waters and the type of decanter chosen.
The filtration is carried out by passing the waters (from rivers or lakes) through various types of implants removal of organic and inorganic material. The removal methods used can be physical, chemical-physical and biological function of type of substances to be eliminated from waters entering the plant.
However, the fact that the waters is by nature a solvent makes it somewhat problematic the effective elimination of many unwanted substances. The waters is entered into a tank head from which it originated the system of waters supply - drinking. The waters containing different types of organic substances and inorganic, hereinafter classified, that must be removed during the purifying treatment. Physical treatments simple: they are articulated in a single step, eliminating the suspended solids and sediments those not coarse sediments (screening and sedimentation) and non-settleable (sieving and filtration).
Physical and chemical treatments normal and driven: they are divided into several phases and eliminate non-settleable suspended solids (flocculation) and correct the chemical characteristics of waters by eliminating the dissolved substances that are incompatible with the use to which the waters is bound (softening, stabilization, removal of iron, manganese, desilication, fluoridation and defluoration, aeration).
Filter volume: the filtration takes place by means of a three-dimensional porous matrix said filter bed consisting of discrete materials of small dimensions (eg. Sand); in this case the particles are retained within filter medium. The effectiveness of a filter material depends on certain properties of particles such as size, shape and surface chemistry. The filters lenses are the first filtration system used in filtration, but they are currently little used. The slow filtration can be used in case of turbidity 10 ppm.
The waters containing sediments that can create several problems during the cycle of filtration. This law is valid for strictly spherical particles immersed in a liquid at rest and at constant temperature where the downward motion is not influenced neither by the presence of other particles or from the container walls.
The sedimentation is carried out in special tanks, called decanters, within which the waters moves in a laminar flow as possible for a time sufficient to allow the sedimentation of heavier particles. Decanters flow or vertical upward flow are generally circular section. Inse tanks the entrance of waters can be centrally from above; in this case waters, to be able to escape from the tank itself is forced along a tortuous path; in fact must first move vertically downwards in order to pass beneath a baffle concentric, said fireplace, subsequently, passed over the obstacle fireplace, must rise and exceed a weir located along the perimeter of tub.
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