Treated wastewater secondary roads can usually be released into rivers and streams. However, such water is not drinkable (not safe for human consumption). The production of drinking water requires further treatment to remove potential pathogens, remove the taste and odor, reduce chemicals difference between osmosis and diffusion nagging such as iron and manganese, and decrease the turbidity, which is a measure of suspended solids. Suspended solids are small particles difference between osmosis and diffusion of solid pollutants that resist separation difference between osmosis and diffusion by natural means ordinary.
Raw water (also called untreated water) is pumped first from the source, to the sedimentation basin, where polymers are added Oineh, aluminum sulfate and chloride. Sediments include dust, sand, metal particles, and other large molecules, stabilize them. Sediment-free water after it is pumped to the precipitator or coagulation basin, which is keeping a large tank where coagulation occurs. Aluminum sulfate and anionic polymers form large particles of suspended difference between osmosis and diffusion solids Most smaller. After mixing, the particles continue to interact, form large blocks grouped, a process called flocculation. difference between osmosis and diffusion The accumulated large molecules (floc) settle by gravity, confine microorganisms absorb organic matter and sediments outstanding.
After coagulation and flocculation, filtration filtered water passes through a series of filters designed to remove dissolved organic difference between osmosis and diffusion and inorganic, in addition to any particles stuck and micro-organisms. Filters typically include thick layers of sand, activated charcoal, filtering and ion exchange media. When combined with the previous difference between osmosis and diffusion purification difference between osmosis and diffusion steps, filtered water free of all particulate matter, most organic chemicals and inorganic, and almost all microorganisms.
Filtered water, the refinery must then be purified before it launches to the final like water supply system for drinking pure. Chlorination is the most common way of cleansing. In sufficient doses, chlorine kills most microorganisms within 30 minutes. Brocista nurse a few such as Cryptosporidium Cryptosporidium, however, do not kill easily treatment with chlorine. In addition to killing microorganisms, chlorine and oxidized effectively neutralizes many of the organic compounds, improves the taste and odor of the water because most of the chemicals produced for taste and smell are organic compounds. Chlorine is added to water, either from a concentrated solution of sodium hypochlorite or calcium hypochlorite, chlorine difference between osmosis and diffusion as a gas or compressed tanks. Chlorine gas is generally used in large water treatment plants because it is more amenable to automated control.
Chlorine reacts with consumed when organic materials. So, large amounts of chlorine must be added to water containing organic materials in order to keep a small amount, called the residual chlorine. Residual chlorine reacts to kill any microorganisms remaining. Water plant operator being on the analysis of chlorine treated water to determine the concentration of chlorine to be added. Concentration of 0.2 - 0.6 micrograms / ml of residual chlorine is suitable for most of the water supply. After chlorination, drinking water is pumped to the storage tanks, which flows by gravity or is pumped through the distribution system difference between osmosis and diffusion of storage tanks and supply difference between osmosis and diffusion lines to the consumer. Concentrations of residual chlorine to ensure that water will reach the final consumer without becoming contaminated (assuming that there is no catastrophic failure, such as broken pipes in the distribution system). Chlorine gas, even when dissolved in water, volatile and strongly fades within hours of the treated water. To maintain the concentration of residual chlorine in all parts of the distribution system, most municipal water treatment plants also enter the ammonia with chlorine to form chloramine non-volatile compound, disk, containing chlorine, HOCl + NH 3 NH 2 Cl + H 2 O.
UV is also used as an effective means of cleansing. UV rays are used to dealing with secondary treated effluent from wastewater treatment plants. In Europe, the UV are generally used for drinking water applications, and take into consideration for use in the United States. For the purposes of cleansing, UV born of mercury vapor lamps. difference between osmosis and diffusion Home energy produced at 253.7 nm, the wavelength that kills bacteria and viruses. However, the application difference between osmosis and diffusion of a standard UV does not kill the bags and bags of ovale Brocista such as Giardia Giardia and Cryptosporidium, nurses difference between osmosis and diffusion eukaryotic task in the water.
There are many benefits when used in UV disinfection procedures more than chemicals difference between osmosis and diffusion such as chlorination. First, UV is a physical difference between osmosis and diffusion process difference between osmosis and diffusion do not enter any chemicals to the water. Secondly, the short contact time allows it to be used in existing systems, flow, maintains the main cost is very low. Third, many studies have indicated that it does not constitute a cross from cleansing products. Especially in small systems where the final water not pumped long distances or kept for long periods of time (reduce the need for chlorine residual). UV disinfection perhaps better than chlorination.
2012 (63) November (7) Microbiology of sewage and water purification (purification ... Microbiology sewage and water purification (Wizard, ... Microbiology sewage and water purification (Environmental Health terrorism difference between osmosis and diffusion ... (4/4) Environmental terrorism (4/3) Environmental terrorism (4/2) Environmental terrorism (4/1) July (1) June (7) May (17) April (14) March (12) February difference between osmosis and diffusion (5 ) 2011
No comments:
Post a Comment