The project for the water supply of the settlement: vid dzherel, water supply systems, special features of the construction of the most varied hedge and rich. Water supply for Pitne water supply for small settlements in Europe

Scheme of water supply for a settlement to deposit a water supply for all types of water supply.

In fig. II. 1 shows the best water supply scheme for a settlement with a water intake from a river. Richkova water is supplied to the water intake facilities, which are supplied by the station I pumps to the cleaning equipment. The water is purified to enter the reservoirs of clean water, the sounds are taken by the pumps of the station II for supplying through water conduits and main pipelines to the water supply system, supplying water to the surrounding areas and quarters of the settlement.

On the territory of the settlement (call on the temple) vodonapirna vezha, yak, yak and reservoirs of pure water, serve for the collection and accumulation of water supplies. The need to fix the situation is explained by the coming circumstances. Vitrata was driven from the water-supply line to the point of being drawn with a pull, at that hour the yak pumped the pump to the station II. At the age of two, if the pump is supplied to the bottom of the net more water, I will not be able to get through, the surplus will go into the water supply; in the year of maximum vitrazhannya vodi spazhivachi, if vitrate is supplied by pumps, shortages, vikoristovuyutsya water from vezhi. Vodonapirna vezha, roztashovana in the prototype of the pumping station of the city of the city, called counter-reservoir. With the presence of a populated place of significant natural environment, replace the water supply with the equipment ground water tank.

When vikoristannі in yakosti dzherela water supply of underground waters the scheme of water supply is signified goodbye. In general, clean up is not needed - the ground water is often not cleaned. In some cases, it is not possible to vlashtovuyut also reservoirs of clean water and pumping station II, so as water can be supplied to the framing by pumps installed in the apertures.

In some populations, the point is to be provided with water from two or more dzherel - water supply from double-sided or large-sided livelihoods.

When roztashuvanny dzherela water supply at a significant height on the way to the settlement, if you can supply water from dzherel without the help of pumps - self-fuel, vlashtovuyut gravitational water supply.

Industrial enterprises, which are based on a significant development of technological operations, as they are able to use water of good quality for some processes, as well as to supply them with water supplies from warehouses.

When roztashuvanny near the industrial enterprise of the settlement for them to vlashtovuyut one state-anti-fire water supply.

In districts that are usually very close to industrial plants, there is a drain on group systems and water supply. The adjustment of group (or regional) systems allows the number of cleaning units, pumping stations, water conduits to quickly change, and to change the system's operation.

Promislov_ of enterprises, roztasovani on the territory of the current place, call to get the state-owned water without a middle from the city water supply.

The water supply of industrial enterprises can be direct-flow, werewolves and from the last victorian waters.

Small. II.1. Scheme of water supply to the settlement

1 - vodriymach; 2 - self-fuel pipe; 3 - coastal well: 4 - pumps to the station for the first time; 5 - windows; v- filter; 7 - spare reservoirs of pure water; 8 - pumps of the station II pidyomu; 9 - water conduit; 10 - water tower; // - main pipelines; 12 - rozpodilny pipelines

Small. II.2. The scheme of a direct-flow water supply of an industrial enterprise

Small. II.3. Scheme of a reverse water supply of an industrial enterprise

In fig. II.2 is a diagram direct-flow water supply industrial enterprise. Pump station 4, roztashovana 1 close to the water intake pipe 5, supplying water for worm-making purposes to workshops / as per hems 2. For gospodarsko-anti-fire consumers of the settlement 6 and workshop / pump at the station 4 supply water to the self-contained border 7. Purify the water in front of the clean spore 3.

It is not uncommon for a wicked purpose to supply water with a good quality and with a vise. Have a lot of vipadku vashtovuyut two or a chain of self-styled hemlines.

Water, vikorystanu in the technological process, is seen in the canalization of the fence and for the purpose of cleaning it is thrown off at the bottom of the water downstream of the water supply.

At a number of industrial enterprises (chemical, naphtha-refining, metallurgical backwaters, thermal power plants, etc.) Water is stagnant for the purpose of cooling, and it may not bother you, but rather heat up. So I wipe the water, as a rule, I wicked it out again, having cooled it down beforehand.

In fig. II.З shows a diagram reverse water supply industrial enterprise. Heated water through a self-fueling pipeline 10 supply to the pumping station 2, pumps 7 pump through the pipeline 3 on special equipment 4, designations for cooling water (breeze pools or cooling towers). I will cool water through a self-fuel pipeline 6 turn to pump station 2 and pumps 8 through pipelines 9 send to the shops of the enterprise /. In case of a votive water supply, a part of the water (3-5% of the external vitrati) is consumed. For filling the water into the system, supply "svizu" water through the pipeline 5.

The turnover of the water supply is economically viable, if the industrial enterprise has a water supply on the significant side of the water supply, or on the significant one on the basis of the period before it, so great is the flow of water in the flow of water supply at a direct-flow power supply It is also seen that the water supply is vlashtovuvati, like the vitrata of the water near the water, and the consumption of the great water from the virgin water.

The scheme of water supply with the last (or repeat) vikoristannya vodi stagnation in quiet drops, if the water is thrown off for one technological cycle, it can be victorious in another, and sometimes in the third technological cycle of an industrial enterprise. Water, vicoristan in decilkoh cycles, is seen in the canalization of the border. Stagnation of such a scheme of water supply is economical to the point, if it is necessary to speed up the vitrate "fresh" water.

The main employees who stand in front of the project water supply systems, Є. Basically, they live with water: industry, the state's gift and the population.

And if in the bagatokh types of virobiztv її can be victorious again, then for two of the categories of survivors, water is needed for nutritional quality. To design from the water supply of the village, for a place, where it will be broken up with the urahuvannya of the obvious dzherel and the other minds of the world, and because of the need to care for the need for water.

View of dzherela water supply, і scho vin viznachaє

In nature, there is a sense of water, the stars of people can take water:

  1. Until the first time, lakes, water reservoirs and rivers are introduced - that is, on the surface of the water. In the lakes, the water is clear, it is less to take revenge on a valuable part of it and there are more steps of mineralization. At the watersheds and rivals, the water is myaksh, to find more organic words, through the ryven of the colorectal growth. In general, the water quality in the surface dzherels is strongly prone to fallow during the season.

  1. To the other category, water is flown, which can be seen from underground aquifers, as well as dzherel, self-fuel to go to the surface. The water from such dzherel is very high in quality and is not required to be purified much. Alone, they drive from the most large vapnyakov balls, which they call artesian, often meaning zagacheni and fluorine.

On a note: In such a case, the project for the water supply of a settlement, or a small place, which is supplied from the artesian Sverdlovina, is transferred to the station, de the water is to be purified at special installations.

In view of the dzherela, the structure of the entire water supply system is laid down: the technological scheme (one of the variants of the representations in the photo below), the number of inputs in it, the stability of the water supply, the awakening price and exploitation.

Smolder, I am guilty of securing any project for water supply of the place, tse:

  • Nutritiousness;
  • Required number;
  • Optimal pushing, not to play the ecology with water;
  • Nykorotsha was seen from dzherel to the rescuer.

On a note: Intensive exploitation of underground dzherels can destroy the natural strength of small spheres in the ground, and that tediousness is lacking, so as to prevent large populations. Until then, a vidbutok of underground waters - to fill the road with satisfaction, to that їkh zasosuvannya obmezhene.

Warehouse systems, repaired from the water intake

In order to preserve the population with water, it is necessary to build a complex, which includes the construction of the fence, cleaning and saving the resource, as well as the very first supply until the moment of living.

  • In order to develop the projects of water supply of the place, exactly the amount of water supply, and some of them are needed for effective delivery. With a whole, large kind of dzherela, there are more factors, behind the yakim, vlasne, and the classification of such systems.

  • Up to the surface dzherel, as they may their own classification, are presented to the top of the ground, down to the ground. It is not only the hydrogeological situation that is especially significant here, but the geological peculiarities of the world.

  • For example, by providing water intake of the coastal type, the necessary steep bank with cracked soil, which will change the ten-meter mark of the glybin, will give less light to the bottom sediments.
  • For channel sporuds of navpaki: a gentle coast with unstable soil is required, and a small depth of dzherela - a small number of sediments on the bottom is not scary.
  • They can have two types of heads:
    1. The first type of clicks is only to clean and fix the end of self-fueling pipelines, as they take water from the dzherela.
    2. Another type is a camera that takes water. Prior to it, there were supplied a number of pipes, as well as to take water from the chamber.

Note: At a large number of heads, they are gradually flooded, but not flooded options, or else they will flood when the water is high.

Stations I and II

Water intake є we first into the lance of the water station system. Another point of the station I pidyomu is that it won’t be won, as at the bottom of the ground dzherel, do not go to the water intake.

Tsia station can carry out the supply of water for three schemes:

  1. Bezposrednyo on the points of living - tobto, without prior cleansing;
  2. At accumulation tanks;
  3. To clean it up.

Water is supplied to the station II without a mediocre water supply to the station II - for additional pumps, as, in the fallowness, the accumulation of accumulated quantities can be done in a stepwise manner. Here, everything is stored in the mode of living up to the resource, the graph is vibrated from the graph and the scheme of supply.

There can be three options for organizing a pattern:

  • At the water tank, Yaka beckon to roztashovuutsya on the cob of hedgehogs. With such a scheme, the station will be out in the middle of the vitrate. The essence of the її robotics is this: with the minimum amount of life, water accumulates in a lot of time, and in the same year it is possible to increase the maximum amount of supply.

  • From the counter-reservoir... Wine, navpaki, winemaking for the fringes - these are the schemes most often for vikoristovuyut when projected, or when it comes to state-owned food;

  • Recklessness. So, as in the whole scheme there is no accumulation of power, and more pumps are needed. Їх number of razrahoyuyut by way of the maximum vitrati per graph, for the maximum supply of one unit.

The option with a water tank is designed to be the most frequent, so as a sporum, the most stable robot will be the most beautiful. And so it is, very importantly, that you are allowed to change the diameter of the main pipeline - and apparently, it’s the main part.

On the settlement water pipelines, metal vezhi can be installed. In larger settlements, more often than not, there is a sporud tseglyana at a viglyad of a large-faceted abo cylindrical stovbur, or a hard concrete - at a viglyad of a tank or a bottle.

More details with the possible schemes of driving the guide will familiarize you with the video in the stats.

Special features of the outbuilding

The complex is capable of delivering water from dzherel to the end of the river, and is called the water supply system.

The main benefits, which are presented before it, are:

  • economy;
  • Ecological excellence;
  • The reliability of the robotics in terms of the growth of the resource;
  • Preservation of nutritional quality and necessary water pressure.

Where it is stored from the main and distribution pipelines: the first transport to the residential quarters and microdistricts, the other - to the next grant.

According to the configuration of the hem, you can:

  1. Dead end - tobto, with a rounded structure;

  1. Кільцевій (from a closed contour).

On a note: Kiltseva's netting is necessary, so for the water supply of settlements in the most frequent design a male option. At the same time, the laying of the route is to blame for the shortest way and at the most important points in the field.

pipeline warehouse

Naturally, the main material for highways is the pipe. The options can be flexible, they can be used to infuse the vibrational and hydrogeological concepts, seismicity, construction and hydrostatic pressure.

Small instructions for types of pipes are presented in the tables:

type of pipes wash away the sucking

Makers of pre-alloyed alloys, chavunny pipes, and even wider to be stagnated for the laying of new pipelines. Minus їkh polyagaє in that how the stench is rotten to stand up to dynamical navantazhennyam.

On the basis of metal pipes, nitrogen cement absolutely does not suffer from corrosion. Before the pass, you can bring a high quality and low heat conductivity. The minus is the same, but for the chavunu - there is little support for the options of a dynamic character.

Reinforced concrete pipes have a high performance and the widest range of diameters. To that їх it is most often vicoristovuyt for laying pipelines vise.

і mіtsnі, і light, і may be very corrosive. There is only one shortcoming - a high efficiency of line expansion.

In steel pipes, all passages are divided into different types. Visoka strength to corrosion is compensated for by the application of zinc or other types of coatings.

In addition to pipes, main lines are equipped with fittings of a kind:

  1. Locking-regulating (valves and suction);
  2. Zapobіzhnoї (revolving and reducing valves, revolving plungers);
  3. Vodorozbirnoi (columns, vipuski, hydrants);
  4. Compensators.

Wells and chambers are designed in such a way in the fences, in which the reinforcement itself is installed. Basically, їх stand from a monolithic abrasive concrete.

  • Piping up the pipelines from the dynamically installed ones can be prevented as long as the correct amount of ground is laid.
  • The bottom of the pipe obov'yazkovo is guilty of known distant signs of freezing to the ground, and the top is guilty of being closed by a minimum meter ball of earth.

  • At the turning points and pipelines, they mount shaped parts on them, and for the sake of an internal vice, special supports are installed in these places.
  • In quiet places, the main highway is intertwined with the car, or the laying of pipes is in the highways, as well as in bulwarks in the culverts.

Yak version, the case is transferred from the viglyadі іnshoi pipe, the diameter of which is 30 cm larger than the water pipe.

preparation of water

In the edge of the water, a lot of water is very good in quality and not in the amount of additional purification. The most frequent analysis is to show that water for the pitt can be victorious only after complex visits to the purification are carried out.

In addition to the quality of the water in the dzherel itself, on the basis of the vibration of the methods of purification, they pour in the minds, the sign of the water supply, the economical efficiency and productivity of the cleaning station.

The change of methods for cleaning the vigle is approximately as follows:

visnovok

The organization of water supply systems є to complete with a foldable and variable process, and all the details and nuances can only be cleverly split the project. At times of pardon in a new, or even incorrectly, operation of systems, pipelines will become permanently overflowing soil.

It’s not just to the water mains, but to the close, close-knit communes and spores - which cannot be tolerated.

Prospect for the design of water supply (and canalization), which are laid in folding geological minds, in addition to ensuring the operation of the reliability of systems, the main criteria are for the capacity of the pipeline to be deformed without being transported in It’s all the same, it’s important to be able to quickly review the information, and the water is always taken and brought into the zealous canalization.

Key words

USED ​​WATER FLOW / EFFICIENCY OF CLEANING/ RECONSTRUCTION / BIOLOGICHNI Ochisny sporudi / RELATIONS OF SPEECHOVINI / Biologichesna KISNYU (BOD)/ NITROGEN / PHOSPHORUS / Ribogospodarsky WATER / Boundary Allowable Concentration (GDK)/ Additional purification / grainy FILTER/ DOMESTIC WASTEWATER / TREATMENT EFFICIENCY / RECONSTRUCTION / BIOLOGICAL WASTE TREATMENT FACILITIES/ SUSPENDED SOLIDS / BIOLOGICAL OXYGEN DEMAND (BOD)/ NITROGEN / PHOSPHORUS / A FISHERY BASIN / MAXIMUM ALLOWABLE CONCENTRATIONS (MAC)/ TERTIARY TREATMENT / GRANULAR FILTER

abstract scientific statistics from environmental biotechnologies, the author of scientific robotics - Zvurava S.M., Bartova L.V.

In this hour, everywhere there is a functionless small settlements, from far away from centralized water supply systems, from biological purified spores... In the rest of the rock, in connection with the roughness of the water, not all the cleansing installations can take care of the necessary steps of cleansing. The concentration of sewage waters on discharges near the waters outweighs the boundary permissible for a number of indicators: BOD, zmist dear words, Concentration with nitrogen and phosphorus. In connection with the cym in the Danish hour, the thorough technology of purification of waste water by-run with small vitrates є velmi is relevant. Methods for polishing the quality of purification of waste water from problem components have been analyzed. The technology is developed in two main directions: thorough biological purification and additional purification of biological purification of waste waters. Biotechnology is the most environmentally friendly. The protection of the implementation is tied to the additional great energovitrates, as well as the need for a suvorogo dottrimannya optimal mode of the process, so that on small cleaning installations it is easy to finish the delivery smoothly. Greater rational solutions in such minds є additional purification of biologically purified waste waters for granular filters with a coagulant in front of the front block. The option of reconstruction of canalization cleaning facilities of a specific object of a child's sanctuary in the Perm Territory has been proponated. It is recommended to use a new block of biological purification of waste water, to reduce the concentration of households to transfer to the stage of additional purification of waste water. The block of additional purification includes a filter supply, as well as a reagent government gift for preparing a range of aluminum hydrochloric acid. A scheme has been promoted to allow for the treatment of sewage water to the GDK skidannya in Ribogor water.

Similar to those scientific robots from ecological biotechnologies, the author of scientific robots - Zvurava S.M., Bartova L.V.

  • Adequacy of biological cleaning facilities of the city of Krasnovishersky

    2015 / V.S. Vladimirova
  • Development of the technology of modernization with equipment for piece biological purification of sewage waters

    2012 / Gogin Olena Sergiyivna, Kulakov Artem Oleksiyovich
  • Zasosuvannya disc filter for purification of waste water

    2015 / M.M. Grizodub
  • Wastewater purification technology and sludge treatment with high visible nitrogen and phosphorus from wastewater

    2016 / Solovyova Olena Oleksandrivna
  • Local channels clean up for the cottage forget

    2017 / Kurochkin Evgen Yuriyovich
  • Pre-treatment and optimization of the process of biological purification of waste water based on the results of mathematical and pre-exploitation model

    2015 / Pavlova I.V., Postnikova I.M., Isakov I.V., Presnyakova D.A.
  • Construction, special features of maintenance and operation of individual cleaning equipment in the Russian Federation

    2014 / Gogin Olena Sergiyivna, Solomiya Valeriy Petrovich, Pobegailo Yuriy Petrovich, Makisha Mikola Oleksiyovich
  • A detailed scheme for the purification of waste water from the entrance to the naphtochemical plant

    2016 / Koshak N.M., Novikov S.V., Ruchkinova O.I.
  • Before feeding, visualization of phosphates from waste waters

    2013 / Kolova Alevtina Faizovna, Pazenko Tetiana Yakivna, Chudinova Katerina Mikhailivna

At present there is a great number of small agglomerations which are located far from centralized sewerage systems and use their own biological waste treatment facilities... In recent years the requirements to the quality of wastewater have been tightened, thus not all the available treatment plants can provide the required level of treatment. The concentrations of sewage water released into water bodies exceed the MAC levels (maximum allowable concentration) in several parameters, such as BOD (biological oxygen demand), contents of suspended solids, the concentrations of nitrogen and phosphorus compounds. Therefore the treatment technologies of domestic wastewater are of a great importance today. We analyzed the ways enabling the improvement of the quality of domestic wastewater treatment regarding the problematic components. The technology is developing in two aspects which are the improvement of biological treatment and tertiary treatment of secondary effluents. Actually, biotechnology is supposed to be the most environmentally friendly. However, its implementation is associated with additional energy costs as well as a strict compliance with an optimal process conditions which are rather difficult to achieve at small treatment plants. The tertiary treatment of biologically treated water granular filters with a coagulant processing seems to be a more efficient solution. A project of reconstructing the sewage treatment facilities of a particular building (the educational center for children in Perm Krai) is offered. The authors suggest providing a stage of tertiary wastewater treatment to reduce the concentrations of impurities; the existing biological treatment unit is not to be changed. The tertiary wastewater treatment unit comprises a sand filter as well as a chemical section for preparing the solution of aluminum sulphate. The proposed method will make it possible to treat the wastewater so that it complies with the MAC level and discharge this water into a fishery basin.

Science Robotics Text on the topic "Development of technology for purification of waste waters in small settlements"

Zvurєva S.M., Bartova L.V. Development of technology for purification of waste waters in small settlements // Bulletin of the Perm National Pre-Slavic Polytechnic University. Economy and architecture. - 2017. -T. 8, No. 2. - S. 64-74. DOI: 10.15593 / 2224-9826 / 2017.2.06

Zvereva S.M., Bartova L.V. Developing wastewater treatment technologies for small agglomerations. Bulletin of Perm National Research Polytechnic University. Construction and Architecture. 2017. Vol. 8, no. 2. Pp. 64-74. DOI: 10.15593 / 2224-9826 / 2017.2.06

VISNIK PNIP. BUDIVNITSTVO TA ARCHITECTURA T. 8, No. 2 2017 PNRPU BULLETIN. CONSTRUCTION AND ARCHITECTURE http://vestnik.pstu.ru/arhit/about/inf/

DOI: 10.15593 / 2224-9826 / 2017.2.06 UDC 628.32

ROSVITOK OF TECHNOLOGIES FOR PURIFICATION OF STICHNYE WATER IN SMALL POPULATIONS

CM. Zvurava, L. V. Bartova

Perm State Technical University, Perm, Russia

ANOTATION

Key words:

by the same water, the efficiency of purification, reconstruction, biological purification of equipment, depending on the speech, biological recovery of acid (BOD), nitrogen, phosphorus, ribogo-grade water, borderline permissible concentration

In this hour, everywhere there is a functionless small settlements, all over the centralized water supply systems, with powerful biological waste sporums. In the rest of the rock, in connection with the roughness of the water, not all the cleansing installations can take care of the necessary steps of cleansing. The concentration of waste water on the discharge near the waters is exceeding the boundary permissible for a number of indicators: BOD, instead of freezing fluids, concentration with nitrogen and phosphorus. In connection with the cym in the Danish hour, the thorough technology of purification of by-run waste waters with small vitrates є is relevant.

Methods for polishing the quality of purification of waste water from problem components have been analyzed. The technology is developed in two main directions: thorough biological purification and additional purification of biological purification of waste waters. Biotechnology is the most environmentally friendly. The protection of the implementation is tied to the additional great energovitrates, as well as the need for a suvorogo dottrimannya optimal mode of the process, so that on small cleaning installations it is easy to finish the delivery smoothly. Greater rational solutions in such sinks are the additional purification of biologically purified waste waters on granular filters with a coagulant in front of them.

The option of reconstruction of canalization cleaning facilities of a specific object - a child's sanctuary complex in the Perm Territory - has been promoted. It is recommended to use a new block of biological purification of waste water, for lowering the concentration of households - transfer to the stage of additional purification of waste water. The block for additional purification includes a filter feed, as well as a reagent government gift for preparing a range of aluminum hydrochloric acid. A scheme has been propounded to allow the cleaning of sewage water to the GDK to be dispensed into the Ribogospodarsky water supply.

Zvurava Svitlana Mikhailivna - graduate student, e-mail: [Email protected]

Bartova Lyudmila Vasilivna - Candidate of Technical Sciences, Associate Professor, e-mail: [Email protected]

Svetlana M. Zvereva - Master Student, e-mail: [Email protected]

Ludmila V. Bartova - Ph.D. in Technical Sciences, Associate Professor, e-mail: [Email protected]

DEVELOPING WASTEWATER TREATMENT TECHNOLOGIES FOR SMALL AGGLOMERATIONS

S.M. Zvereva, L.V. Bartova

Perm National Research Polytechnic University, Perm, Russian Federation

At present there is a great number of small agglomerations which are located far from centralized sewerage systems and use their own biological waste treatment facilities. In recent years the requirements to the quality of wastewater have been tightened, thus not all the available treatment plants can provide the required level of treatment. The concentrations of sewage water released into water bodies exceed the MAC levels (maximum allowable concentration) in several parameters, such as BOD (biological oxygen demand), contents of suspended solids, the concentrations of nitrogen and phosphorus compounds. Therefore the treatment technologies of domestic wastewater are of a great importance today.

We analyzed the ways enabling the improvement of the quality of domestic wastewater treatment regarding the problematic components. The technology is developing in two aspects which are the improvement of biological treatment and tertiary treatment of secondary effluents. Actually, biotechnology is supposed to be the most environmentally friendly. However, its implementation is associated with additional energy costs as well as a strict compliance with an optimal process conditions which are rather difficult to achieve at small treatment plants. The tertiary treatment of biologically treated water granular filters with a coagulant processing seems to be a more efficient solution.

A project of reconstructing the sewage treatment facilities of a particular building (the educational center for children in Perm Krai) is offered. The authors suggest providing a stage of tertiary wastewater treatment to reduce the concentrations of impurities; the existing biological treatment unit is not to be changed. The tertiary wastewater treatment unit comprises a sand filter as well as a chemical section for preparing the solution of aluminum sulphate. The proposed method will make it possible to treat the wastewater so that it complies with the MAC level and discharge this water into a fishery basin.

In the last 15-20 years in Russia, the development of small populations was taken away: cottage settlements, bases for families, children in the beginning and health centers and in. Tsi ob'єkti, as a rule, from the centralized water supply systems; for them, the power canalization was prompted for them. It has not been built up to the present hour to the serious physical wear and to function according to the project. The design, operation and exploitation were carried out in the main water supply, which is presented before the waste waters are discarded by the waters of the cultural side. Since 2001, the main document, which is the regulation of the drainage of purified sewage waters near the waters of the state-pit and cultural-byproduct designation, SanPin 2.1.5.980-00 "Hygienic vimogi to protect surface waters." Until the end of the hour, at the large cleaning stations of the GDK, they had no problems with water, so as a large part of the water was legally accepted to the whole category.

In the rest of the rock in the province of Bagatyokh regions of the land, including the Perm Territory, the significant part of the waters was transferred from the category of cultural by-butovy to the category of Riboho-Gospodar. The main normative document, which is the regulation for the discharge of purified waste waters near the waters of the Ribogospodarskogo designation, є Order of the Federal Agency for Foreign Affairs No. 20 18-01-2010 "Standards for the quality of water and water facilities for the єktіv ribogospodarskogo value ".

At the junction of the wintry category of waters, we tried to get rid of the waste waters, so the actual concentration of the purified waste waters began to overwhelm

domestic wastewater, treatment efficiency, reconstruction, biological waste treatment facilities, suspended solids, biological oxygen demand (BOD), nitrogen, phosphorus, a fishery basin, maximum allowable concentrations (MAC), tertiary treatment, a granular filter

permissible by the indicators: BOD, in the place of freeze-ups, concentration of nitrogen and phosphorus. For many cleaning stations, the nutritional reconstruction of existing sporuds has become relevant. Zokrem, the department "Heat supply, ventilation and water supply, water supply" of the Perm National Pre-Slavic Polytechnic University with a number of nutritionists turned up the administrative building of one of the children installed in the Holy Land. Children's Health Complex (DOK) of signs for the birth of 1000 children. The complex of territorial isolation from centralized canalization and its cleaning with a productivity of 100 m3 / day.

At the table, the boundary permissible concentration of waste waters is imposed, it is necessary to be recognized when skidding in the waters of the cultural by-stream and ribogospodarskogo characteristic, as well as the actual concentration of waste waters of the pre-recorded object - DOC.

GDK of waste water on discharge near waters and actual concentration of purified waste water DOK

MAC of wastewater to be discharged into water bodies and actual concentrations of the treated wastewater from the educational center for children

Main indicators of the waste water storage Unit of the GDK at the discharge of waste water near the water of the actual concentration of purified waste water DOK

cultural-by-pass sign of ribogospodarskogo sign

BOD20 mg / l 6 3 5-6

Nitrogen of ammonium salts N-NH4 * mg / l 2 0.39 0.4-0.5

Phosphate mg / l - 0.2 1.5-2

The process of purification of waste waters of the sanctuary complex will follow the offensive scheme. In a self-fueling mode, the water flows into the bottom tank, and is pumped by the bored pumps for biological treatment in ae-rotenki-vitisnyuvach. In aerotanks for transmission of two functional zones: Anoxide and aerobic. The appearance of an active mule from the drive, so that it is cleaned up, is seen at the secondary vertical windows. The circulating active mule from the pits of the secondary structures by air lifts is continuously supplied to the anoxic zone; there will be a water-sludge sum from the end of the aerobic zone. An oversized mule in the world of accumulation is pumped into a mineralizer. Purify the water and go to the bactericidal installation of ultraviolet vipromynuvannya and go straight to the water. The cleaning scheme is shown in Fig. 1.

For the purpose of determining the optimal method for reducing the concentration of houses in the pre-sluggish waters, the buv vikonaniy analyzes the literary sources to a specific object.

In the last few houses, the greatest change in the GDK, which is an order of magnitude, is more favorable for phosphorus production (div. Table). Vіdoma technology is seen with phosphorus by a biological method. The confusion of waste waters and mule is placed alternately in zones with other acidic regimes. Phosphorus deficiency is growing in the hard anaerobic minds in the cells of microorganisms. Then, in the aerobic zone, in the comfortable minds, the active mule through the marriage of phosphorus in the cells is actively clinging to the half of phosphorus from the waste waters.

Small. Fig. 1. A brief diagram of the waste water purification of the DOK. 1. The available wastewater treatment scheme of the educational center for children

To see phosphorus by a biological method on a preliminarily object, it is necessary to change the scheme and the warehouse with a biological purification. It is necessary to additionally transfer an anaerobic zone and change the scheme of circulation of technological flows. Anaerobic zone is located in front of anoxide and is protected for a two-year triviality of the transfer of sewage waters into them. The circulating active mule is guilty of feeding not into the anoxic zone, but into the anaerobic zone. A schematic diagram of the biological purification of waste water from organic spoluk, nitrogen and phosphorus is shown in Fig. 2.

Small. 2. Scheme of biological purification of waste waters from organic spoluks, nitrogen and phosphorus:

I - anaerobic zone; II - anoxic zone; III - aerobic zone; IV - secondary view Fig. 2. The scheme of biological wastewater purification from organic compounds, nitrogen and phosphorus: I is the anaerobic zone; II is the anoxic zone; III is the aerobic zone; IV is the secondary settling tank

In the anaerobic zone, it is possible to develop ammonia from organic nitrogen and to the root of phosphorus deficiency in the cells of the active mule. The main process in the anoxic zones is denit-refraction. In the aerial zone, the oxidation of organic houses, nitrification, mule clinging to phosphorus, as well as the blowing of nitrogen into the atmosphere are carried out. Secondary view of the signs for the discharge of waste waters from the mule.

A scheme is given, in accordance with the situation on the object, under a strict technological regime, to allow not only the vitality from the waste waters with phosphorus, but lowering the concentration with nitrogen. The biological method of phosphorus consumption is characterized by a small amount of siege and is ecologically clean, that is why it can be used for any reagents.

Protecting the technology of biological use of phosphorus is expanding in Russia by and large. On the right, in the fact that phosphorus-reducing bacteria are even more sensitive to changes in parameters in the process. Navigate with a small amount of minds to process waste water from optimal microorganisms to move. Pidtrimuvati continuously the optimal mode of cleaning to finish smoothly both from the technical and from the organizational point of view. Zokrema, for a better view of nitrogen, є period of exchange for mule is 10-20 dB, for phosphorus - 2-5 dB. A large part of the purification schemes is oriented towards nitrogen, that is, the process of phosphorus conversion. Another problem is that there can be a non-transfer of organic spoluks in the aerobic zones for an unbalanced harvest of phosphorus-reducing bacteria. Such a mind can be flattened during the great world of recirculation of water-mule sum. In the minds of the unstable organic substrate in the aerobic zone, it will not be possible to reach the high level of phosphorus. At a number of cleaning stations, it is necessary to practice adding organic easily oxidized rivers to the aerobic zone, so as not to take revenge on phosphorus: methanol, ethanol, citric, citric or other organic acids. Describe, zokrema, positive dosage of the aerobic zone and methanol on the pure sporudes of Yakutska. Protect tsi do not allow to achieve the necessary decrease in the concentration of phosphorus.

Behind the cordon for the use of phosphates, for biotechnology, for the expansion of physical and chemical methods. One of them is the processing of waste water by means of a siege for the most recent visions in the towers. The block of reagent processing includes outlet tanks for preparing the solution of Ca (OH) 2 from quicklime CaO vapors, a reaction chamber, displays for seeing the completed siege of Ca5OH (PO4) 3, as well as a regenerator of quickened vapors CaO in the meticor. The method will give you a lot of phosphorus. At the same hour, there are a number of serious shortcomings: the meaning of vitrati vapna, unaffected on the second day; the great siege of the chemist; Inspection of microcrystalline inserts in pipes, fittings and the unit for physical and chemical cleaning, folding and high performance of the vaporizer regenerator. The scheme is true to itself only in special minds, if the water is thrown off the water and the water is clean, the water of the Ribogospodar water is less. Construct a deep purification of waste water in the USA, California, drainage of waste water to Lake Tahoe.

The traditional method of additional purification of biologically purified waste waters from surplus concentrations of phosphorus, as well as important speech and organic waste in Russia, as well as behind the cordon є filtration with water reagents in front Zavanazhennya filtrav zvivyay to be stored for a list or / or anthracite. The introduction of a coagulant is necessary for the transfer of phosphorus from the cleared form to the intact salts.

The projects have passed rocky in the reduction of cold waters with the range of coagulants circulated in hydraulic type wipers. To carry out the reactions, the establishment of the unreliable with the phosphorus and the blows to the coagulant, the chambers of the approval of the plastic were assigned, for the vision of the established siege - the third-party devices. The grainy filters will be left with the main equipment in the final treatment lance. The diagram is shown in Fig. 3.

It is clear that the operation was carried out using such a scheme, showing that the inclusion in the circuit of the cameras of the approval of the plastic and third-party devices allows the reduction of the installation on the food filters and how much more water is needed. Prote

The storage of money is made into a decal for the development of capital and exploitation of vitrati, so at once in the project the stench is turned on quite a bit. Designers and operators willingly change the working cycle of the granular filter, having increased the number of rinses for the dobout.

Small. 3. Block for additional purification of sewage water with flocculation chambers

and third-party viewers Fig. 3. The tertiary wastewater treatment unit comprising flocculation tanks and tertiary sedimentation basins

At a number of cleaning stations in Russia and beyond the cordon, a spring in Nimechchin, for the purpose of visualizing phosphorus from waste waters, they practice a coagulant injection. Serve the first port in front of the primary drivers, as the stench є in the scheme. As the scheme of work without primary illumination, the introduction of the reagent goes into the denitrifier, so that the sieges are seen in the secondary receivers. At the first stage of processing, the sulphate of aluminum is used for stagnation. Another portion of the size of the reagent is introduced into the liquid water and also at the stage of additional purification, before the granular filters. Here, in the capacity of the reagent, it is recommended to use chlorine zalizo or oxychloride aluminum. Such technology is in the field, zokrema, on the clean sporums of canalization in Zelenograd m, Pivdenne Butovo (Moscow region, RF). The technology allows reaching the highest level of purification of wastewater by phosphorus - 0.2 mg / l. Inadequate to the method of growing the aerosols and the formation of crystals of orthophosphoric acid, the preparation of the nursery vitrate of the food necessary for the preparation of the particles of the mule, which are thickened with crystals of the reagents

As soon as the water is cleaned, it is presented to the water, then for the water supply to the fish farm, then the granular filters pass through the water filters. The stench is a sign of a lot of respectable and reputable organic phrases. At the time of filtering, water is supplied with a concentration of suspended fluids of no more than 3 mg / l, and it will be quickly clogged. Activated vugilla yak reagent for purification of waste water is characterized by a high quality. To naviate leather once it has been taken into account will not be simply replaced by a new one, but will be transferred to the regeneration (thermal or chemical), all one additional purification on special filters is an expensive process. The very fact, which means pre-glazed ones, vugilny filters, secondary only at the stage of high purification with special vimogs to purified water: BOD< 1 мг/л, концентрация взвешенных веществ Свзв < 1 мг/л .

The main, by the method of knowledge and use, is the biological cleaning. The diagrams are shown in Fig. 1, 2. Change in the purified waters with nitrogen, as well as high-quality phrases and BOD can be fully reduced to triviality and biological processing. To experimentally show that to reduce the concentration of ammonium nitrogen from 2 to 0.39 mg / l and the value of BOD from 6 to 3 mg / l, it is necessary to increase the triviality of aeration in 2-3 times (from 24 to 50-80 years). The price is tied with the great vitrats of electrical energy and economically insufficiently.

Preexisting children will learn about the best methods of using nitrogen. One of them is the conversion of ammonium oxide hydrate NH4 (OH) into ammonium oxide gas NH3 and water H2O by blowing water in cooling towers. Besides the cooling tower, equipped with a mechanical mixer, a compressor is required for the primus supply of food in it and a reactor for the expansion of the amiak. The evidence of the exploitation of this possession has shown that, unimportant to its foldability and road, the necessary steps for the use of ammonia nitrogen will not be neglected.

A look at the literature and analysis of robotic cleaning stations show how the technology of cleaning by-running waste waters is developed in two main directions:

Udoskonalennya method of biological cleansing, mainly from the method of removing spoluk phosphorus;

Additional cleaning on granular filters with coagulants in front of the front, allowing to reduce the concentration of all problem houses.

It’s very good, for the small cleaning stations there’s a complete cleaning up. A very simple and efficient method in operation. With small vitrates of waste waters, the amount of siege is small. At the warehouse there is a siege from the outside of the house, so the deposition is not a problem. The technology does not go beyond the strict standards: SP 32.13330.2012 does not allow the biological method of visualizing phosphorus when there are a few residents for up to 50 thousand people. The scheme of additional purification of sewage waters on granular filters with a coagulant in front of the front sludge is shown in Fig. 4.

Biologically cleaned waste water is collected in accumulators, the pump is transported to the compartment - a pressure damper. It can also serve for a level flow of waste waters along the edges of the filters. The reagent statehood includes in itself rozchinno-vidatkov_ tanks, possessed by mixers, and pumps for adding a range of aluminum hydrochloric acid. Rozchin is supplied without interruption to the pipeline. The reduction of waste water with a coagulant flows into the pipeline behind the washer unit, as well as in the pressure extinguishing chamber. Osvita plastіvtsіv vіdbuvаnja in the spherical waters above the surface of the filtering entanglement, trapping the important words - in the filtering ball of the large size 0.6-0.8 mm. The method of contact coagulation in a granular filter is effective for the additional purification of waste water from phosphorus, as a surplus of valuable fluids and for lowering the BOD value.

For pre-cleaned children, a childish sanctuary complex proposes the onset of reconstruction options: a block of biological cleansing for the sake of not giving, for reducing the surplus concentration of houses, the block is projected before cleansing. The scheme of waste water purification of the DOK for reconstruction is shown in Fig. 5.

Small. 4. Post-treatment of sewage water on granular filters with a coagulant in front of the front sludge: 1 - near reservoir to the post-treatment unit; 2 - rose-shaped bowl; 3 - post-treatment filter; 4 - lamp

ultraviolet contamination of additional purified sewage waters Fig. 4. Tertiary wastewater treatment using granular filters with preliminary processing by a coagulant: 1 is the receiving tank of the tertiary block; 2 is the junction bowl; 3 is the filter of tertiary treatment; 4 is the lamp of the ultraviolet disinfection of the tertiary wastewater

Small. 5. Scheme of waste water purification of the DOK for reconstruction Fig. 5. The wastewater treatment scheme of the educational center for children after reconstruction

A scheme has been promoted to allow the purification of sewage water to the GDK to be discharged into the water supply for the water supply.

The populations are dotted with permanent or time-consuming transfer of people, without high canalization, clean spores of low productivity, - even an increase in the number of people in a given hour. The zhorstk_st vimog on the removal of waste waters near the waters - the current tendency of the development of legislation in the protection of the navkolishny middle. The problem of reducing

shennya concentration of houses in purified stichny waters є actual. Proponoted come in once more steps of purification of sewage waters of the child's health-improving complex can be stashed on other sub-objects.

bibliographic list

1. Solovyova K.O. Purification of waste waters as nitrogen and phosphorus: monograph. - SPb.: Bor-vik polygraphia, 2010 .-- 100 p.

2. Kharkin S.V. Modern technological solutions for the implementation of the purification of waste water to nitrogen and phosphorus // Water purification. Water treatment. Water supply. - 2013. - No. 9 (69). -S.32-40.

3. Ratio assessment of the storage methods for the detection of phosphorus from the old age / G.Т. Ambrosova, G.T. Funk, S.D. Ivanova, Shonkhor Ganzoring // Water supply and sanitary technology. - 2016. - No. 2 (76). - S. 25-35.

4. Gurєєva I. Purification of waste water from phosphates // Water purification. Water treatment. Water supply. - 2016. - No. 1 (97). - S. 32-35.

5. Smirnov V.B., Melzer V.Z. Highly efficient granular filters for additional purification of biologically purified waste waters // Vodoochischennya. Water treatment. Water supply. - 2014. - No. 9 (81). - S. 58-66.

6. Probirskiy M.D., Pankova G.A., Lominoga O.A. Dosvid of a chemical vision of phosphorus spolu from waste waters on canal cleaning sporums of the State Unitary Enterprise “Vodokanal of St. Petersburg” // Vodoochischennya. Water treatment. Water supply. - 2015. -No. 1 (85). - S. 62-67.

7. Zhmur NS European dosage of fast skidding near the waters with nitrogen and phosphorus on the butt of Nimechchin // Water purification. Water treatment. Water supply. - 2015. -No. 3 (87). - S. 54-69.

8. Vuglets sorbents of a new generation of technological and ecological designation / K.B. Hoang, O.N. Tyomkin, N.A. Kuznatsova, O. L. Kaliyu // Water purification. Water treatment. Water supply. - 2013. - No. 7 (67). - S. 20-24.

9. Kharkina O.V. Efficient exploitation of waste waters with biological purification. - Volgograd: Panorama, 2015 .-- 433 p.

10. Vladimirova V.S. Adequacy of biological cleaning systems of the city of Krasnovishersky // Bulletin of the Perm National Pre-Slidnitsky Polytechnic University. Economy and architecture. - 2015. - No. 1. - S. 185-197.

11. Bartova L.V. Water supply to small populations of the city. - Perm: View of Perm. nat. hitherto. polytechnic un-tu, 2012 .-- 257 p.

12. Block-modular installation "Bioflox-50" for biological purification of waste water from local facilities / Е.А. Titov, A.S. Kochergin, M.A. Safronov, K.S. Temples // Water purification. Water treatment. Water supply. - 2016. - No. 2 (98). - S. 66-69.

13. Experimental Dosage to the Study of Ammonic Nitrogen from Waste Waters from Deposits of Oxidation. Titov, A.S. Kochergin, M.A. Safronov, A.M. Titanium // Water purification. Water treatment. Water supply. - 2015. - No. 11 (95). - S. 18-21.

14. Methodological approach to the revival of nutrition for the reconstruction of cleanup sporuds / E.S. Gogin, V.P. Solomiya, O.A. Ruzhitskaya, Yu.P. Pobegailo, N.A. Makish // Water supply and sanitary technology. - 2013. - No. 6. - S. 33-37.

15. Abdurakhmanov A.A., Abir A.A., Abashev M.M. Adequate technological processes for purification of sewage waters on small purified sporums of canalization // Water purification. Water treatment. Water supply. - 2016. - No. 8 (104). - S. 46-48.

16. Bartova L.V. Purification of waste waters in the regional centers of the Perm region // Prirodnichi and tekhnichnі science. - 2014. - No. 7 (75). - S. 107-113.

1. Solov "eva E.A. Ochistka stochnyh vod ot azota i fosfora .. Saint Petersburg, LLC" BORVIK POLIGRAFIJa ", 2010, 100 p.

2. Har "kin S.V. Sovremennye tehnologicheskie reshenija realizacii ochistki stochnyh vod ot azota I fosfora. Vodoochistka. Vodopodgotovka. Vodosnabzhenie, 2013, no. 9 (69), pp.32-40.

3. Ambrosova G. T., Funk G. T., Ivanova S. D., Ganzoring Shonhor. Sravnitel "naja ocenka primenjaemyh metodov udalenija fosfora iz stochnoj zhidkosti. Vodosnabzhenie i sanitarnaja tehnika, 2016, no. 2 (76), pp. 25-35.

4. Gureeva I. Ochistka stochnyh vod ot fosfatov. Vodoochistka. Vodopodgotovka, Vodosnabzhenie, 2016, no. 1 (97), pp. 32-35.

5. Smirnov V.B., Mel "cer V.Z. Vysokojeffektivnye zernistye fil" try dlja doochistki biologicheski ochishhennyh stochnyh vod. Vodoochistka. Vodopodgotovka.Vodosnabzhenie,

2014 rock, no. 9 (81), pp. 58-66.

6. Probirskij M.D., Pankova G.A., Lominoga O.A. Opyt himicheskogo udalenija fosfornyh soedinenij iz stochnyh vod na kanalizacionnyh ochistnyh sooruzhenijah GUP "VODOKANAL Sankt-Peterburga". Vodoochistka. Vodopodgotovka. Vodosnabzhenie,

2015, no. 1 (85), pp. 62-67.

7. Zhmur N.S. Evropejskij opyt po sokrashheniju sbrosa v vodoemy soedinenij azota I fosfora na primere Germanii. Vodoochistka. Vodopodgotovka, Vodosnabzhenie, 2015, no. 3 (87), pp. 54-69.

8. Hoang K.B., Temkin O.N., Kuznecova N.A., Kalija O.L. Uglerodnye sorbenty novogo pokolenija tehnologicheskogo I jekologicheskogo naznachenija. Vodoochistka. Vodopod-gotovka. Vodosnabzhenie, 2013, no. 7 (67), pp. 20-24.

9. Har "kina O.V. Jeffektivnaja jekspluatacij airaschet sooruzhenij biologicheskoj ochistki stochnyh vod. Volgograd, Panorama, 2015 rock, 433 p.

10. Vladimirova V.S. Sovershenstvovanie biologicheskih ochistnyh sooruzhenij goroda Krasnovisherska. Vestnik Permskogo nacional "nogo issledovatel" skogo politehnicheskogo universiteta. Stroitel "stvo i arhitektura, 2015, no. 1, pp. 185-197.

11. Bartova L.V. Vodootvedenie malyh naselennyh mest. Perm ", Permskii nacionalnyi issledovatelskii politehnicheskii universitet 2012, 257 p.

12. Titov E.A., Kochergin A.S., Safronov M.A., Hramov K.S. Blochno-modul "naja ustanovka" Biofloks-50 "dlja biologicheskoj ochistki stochnyh vod lokal" nyh ob "ektov. Vodoochistka. Vodopodgotovka. Vodosnabzhenie, 2016, no. 2 (98), pp. 66-69.

13. Titov E.A., Kochergin A.S., Safronov M.A., Titanov A.M. Jeksperimental "nye issledovanija udalenija ammonijnogo azota iz stochnyh vod s primeneniem okislitelej. Vodoochistka. Vodopodgotovka. Vodosnabzhenie, 2015, no. 11 (95), pp. 18-21.

14. Gogina E.S., Salomeev V.P., Ruzhickaja O.A., PobegajloJu.P., Makisha N.A. Metodolo-gicheskij podhod k resheniju voprosov rekonstrukcii ochistnyh sooruzhenij. Vodosnabzhenie i sanitarnaja tehnika, 2013, no. 6, pp. 33-37.

15. Abdurahmanov A.A., Abirov A.A., Abashev M.M. Sovershenstvovanie tehnologi-cheskih processov ochistki stochnyh vod na malyh ochistnyh sooruzhenijah kanalizacii // Vodoochistka. Vodopodgotovka. Vodosnabzhenie. - 2016. - No. 8 (104). - S.46-48.

16. Bartova L.V. Ochistka stochnyh vod v rajonnyh centrah Permskogo kraja // Estestvennye i tehnicheskie nauki. - 2014. -No. 7 (75). - S. 107-113.

On the territory of large settlements (towns, settlements), there are different categories of water resources, so that they show that they are flexible in terms of quality and quantity of well-maintained water. At the current city water pipelines, the vitrate of water on the technological consumption of industry becomes, in the middle, close to 40% of the total amount, which is supplied from the water supply network. Moreover, close to 84% of water is taken from surface dzherel and 16% - from underground.

The scheme of water supply for places with vicistories of surface water supply systems is presented on a small scale. Water flows into the water pump (head) and flows through self-fueling pipes 2 to the coastal well 3, and from the pumping station for the first time (HC-I) 4 is supplied to the pumps 5 and the distance to the filter 6 for clearing the waste. After the cleaning station, the water goes into the storage tanks

Scheme of water supply to the settlement

: 1 - vodriymach; 2 - self-fuel pipes; 3 - coastal well; 4 - pumping station to I pidyomu; 5 - windows; 6 - filter; 7 - spare reservoirs of pure water; 8 - pumping station II pidyomu; 9 - water conduit; 10 - vodonapirna vezha; 11 - main pipelines; 12 - rozpodilny pipelines; 13 - introduction in bud_vli; 14 - water supply for clean water 7, from which another pumping station (NS-P) 8 is supplied through water conduits 9 in a water supply system 10 (above ground or underground reservoir, spaced on a natural water supply unit) The water should flow through the main lines 11 and through the pipes 12 of the water supply line before entering the water supply 13 and the living quarters 14.

The water supply system, or the design, will be connected to two parts: a call and an internal one. To the new water supply, carry all equipment for the fence, purification and distribution of water and water supply before entering into the wake-up call. Internal plumbing is a supremacy of annexes, so that you can prevent the removal of water from the free space and the supply of water to the water-free attachments, we will roztashovanie in wakeup.

Vikoristannya pіdzemnykh vodoherel zzvychay allow you to do without clean sporud. Water is supplied directly to the reserve reservoirs. 2. When water supply is under ground, as well as when water is supplied to great places, there can be not one, but a dzherel

Diagram of a water supply system with an underground water supply system


1 - artezian drill hole with a pump; 2 - spare tank; 3 - HC-II; 4 - water tower; 5 - water supply

voditana, roztashanikh from the other sides of the settlement. Also, water supply allows you to remove more equal water supply according to the hemispheres and the proper way to live. The irregularity of water supply due to the increase in the number of the population in places of the significant world is smoothed out, so it is possible to do without such regulating equipment. At the same time, the water from the NS-P rises without the middle in the pipes of the water supply.

The supply of water for the purpose of firefighting in places is provided with fire-powered cars from the guides installed on the water supply. In small places for the supply of water to the extinguishing, they turn on additional pumps in the NS-I, and in the great places there is an insignificant part of the water supply for supplying water to the extinguishing system, so it is practical not to pour it into the water supply system.

According to the current norms in settlements with a number of residents up to 500 people. However, there are no drops, if only the state-supplied water supply is installed, and when you use water, you need to supply water with over-sucked pumps with water and reservoirs, so that you can replenish the water supply.

In small settlements, for the state-anti-fire people, it is most often necessary to power up the water supply system from the water intake from the underground dzherels (mine wells or the Sverdlovins). Yak water-powered annexes are used for pumping centers and piston pumps, systems "Erlift", vitrosilovy installations, etc. Naybіlsh nadіynі and manual in the operation of the pump. If there are some watery outbuildings, then due to the lack of productivity, the stench can be lost to replenish the fresh water reserves in waters, reservoirs, water tanks.

describe:

The protection of the population of Russia with clear drinking water є one of the leading state-owned establishments, which has gained particular relevance, in order to prevent practically everywhere the destruction of the ecologic environment and the overwhelming water supply

Water supply for the rural individual life in the western Siberian region

Results of industrial water treatment plants *

All the presuppositions of the robotics of the university of ozonation of water at the experimental station were supplemented with additional control based on the efficiency of purification of water in case of changes in the parameters of ozonation. In the basic version, the adaptation to the full regime of water purification is based on the traditional technology: the air flow of the outward water flow to the colonies through the gagging air to the further filters.

The results showed (Table 2) that, when the ground waters are purified, it is necessary to increase the efficiency of water (according to GOST); Intensify the purification process as a whole, with the productivity of the technological process of purification, it is deposited according to the method of introducing ozone into the blotted water.

Carrying out industrial tests made it possible to achieve the most effective water ozonation regimes, which could be used as the basis for technological schemes of projects of stations in the presence of a warehouse of underground waters, but not for a technological, unobtrusive water supply. At the stage of production, the results of industrial viprobuan were broken up technical recommendations for the design, preparation, installation and operation of medium-pressure stations (up to 3000 m3 / day).

The best fit technological possessionsі operation of stations є technology of the frontal treatment of water and ozone-air flow by means of feeding її into the ozonator column under the adolescent high school with further filtration with liquids up to 16 m3 / h;

Dispersion of the ozone-air sum without medium-sized in the blasted water through the ozone aeratorium allows the coarseness of a higher water purity in case of a

The efficiency of the ozonation process, as a technological process, is not only due to the efficiency of the ozone generator, but the most significant world because of the efficiency of the contact of the ozone-air sum with the blasted water, but in itself as a result of its efficiency. through oxidation. Slid also vrahovuvati and factors, which is injected into the liquidity of the destruction of ozone (temperature, the appearance of oxidation in water, metals, etc.).

Oskіlki stantsії pratsyuvali in perіodichnomu rezhimі (poyasnyuєtsya nerіvnomіrnіstyu vodorozboru abo Povny vіdsutnіstyu Yogo in nіchnі Godin) potrіbno vikoristannya aeratorіv, SSMSC vіdpovіdayut vimogam the following: The maximum ozone disperguvannya sumіshі, zahischenіst od zabrudnennya zalіza oxides, mozhlivіst operativnoї regeneratsії.

The breakdown of the design of the aerators for the supply and dispersion of the ozone-air sum was shown during the period of vip testing a very good and good job.

When podachі ozone sumіshі vseredine perforovanoї nitty gritty aeratora TISK vseredinі neї pіdvischuєtsya, ozone sumish through perforatsіyu nadhodit pid kіltsya at tsomu ostannі vise povіtrya rozsuvayutsya, i mіzh them utvoryuєtsya vozduhoprovodyaschіe schіlini through SSMSC ozone sumish at viglyadі drіbnih bulbashok nadhodit in obroblyuvanu water nasichuyuchi її ozone. It is possible from the perforated core to pass through a series of cracks, which is set up between the rings, bagatorazovy when dispersed on other bulbs. When the gap between the rings is determined, the grip in the middle of the core of the line moves, the ring goes out, and the grip of the grip turns into the middle. The size of the gaps is adjusted and is summed up by the rigidity of the spring, which is adapted to the required mode of the robot and the airborne ozone to disperse the ozone-air sum.

Piece-by-piece regeneration with airy surfaces of the aerator can be done with alternate short-hour, short-piece adjustments and lowered grip in the middle of the core, with a wide gap of the aerator, sounding through the obstacles.

At the time of the supply of the ozone-air confusion (in the middle of the year, if the station is not successful), the grip of the middle of the heart is falling and the finger, springing up, clutching at oneself, the driver has no access to the middle of the middle.

As a variant, the possibility of a low-pressure blowing of the ozone-air sum is possible from a boarding school in the ozonation colony. The column is a hermetically sealed reservoir, possessing a ventilation system, with the lower part of the vicon playing the role of a contact chamber for ozone with blotted water, and the upper one with a head for the introduction of blotted water, dispersion, and deaeration of ozone. The middle head is installed every vector nozzle for the reduction of the blotted water from the canals of the colony with a fraction of ozone. Above the head of the vortices there is a vortex aerator for degassing the syroe water and the primary concentration of atmospheric sunshine.

The ozone-air sum is introduced into the column through the aerator, which allows to finely disperse the ozone-air sum. It is necessary to ensure that the steps of mass transfer of the ozone-air sum into the blotted water will be protected by the height and porosity of the boards, installed in the head under the nozzle. The triviality of the contact between water and ozone is necessary for the passage of oxidation reactions, it is necessary to take care of a large number of channels in the colony, as the water is absorbed after the last passage through the unit and is introduced into the column before release.

Degassing of syroa water and in front of it is full of sour water, to be in a pine ball, set by a torch, to open through a nozzle in a vortex aerator of water, whirling a kerosene to be fed to the witnesses.

In protsesі Promyslova viprobuvan stantsіy i vіdpratsyuvannya varіantіv tehnologії in zalezhnostі od yakіsnogo warehouse vihіdnoї Vod away vstanoviti scho at obrobtsі pіdzemnih water of nevisokim vmіstom Feobsch, Mn, at vіdsutnostі sіrkovodnyu i nevisokomu vmіstі NH 4 (in the main tse pіdzemnі Vod pіvdenno that pіvdenno-skhіdnih regions Zakhidno-Siberian region) docilelly zdіysnuvati blowing the ozone-filled whirlwind without the middle into the vortex aerator. At the same time, it is allowed to vikoristovuvati in the technology of water preparation low-pressure re-watering possession (fans) and stagnation of unproductive ozonators.

At the stage of the recent and industrial tests of experimental stations, design and construction documentation was broken up, prepared, assembled and launched into operation of the block-complete station for the purification of extraterrestrial waters 500 in PO ZhKG s. Oleksandrivske (3 pcs.), P. Kargasok (2 pcs.), Productivity up to 800 m 3 / add. in the village of Kargasok, Tomsk region. Working documentation for the preparation and installation of block stations (500 m 3 / add.) Was transferred to the Parabel district, Molchanovo (Tomsk region). I was prepared for the installation of an experimental industrial station for the purification of underground waters with a productivity of 3000 m 3 / day. for the naftogaz and footwear enterprise in Noviy Urengoy municipality (Khanti-Mansiysk Autonomous Okrug), working documentation was transferred to the Modus Corporation JV (Russia-France, Surgut, Tyumensk region).

Budding of individual rooms, which borrowed in Danish an hour is the most important place in the implementation of the foreign-state programs "Zhitlo", "Svyatynok" in the framework of the complex provision of nutrition for engineering safety. The comfort of living is not only taken care of by the architecture, but by the significant world to lay down in the quality and reliability of engineering systems: water supply, canalization and in.

The water supply system, which will preserve the life with yak water in case of rather low capital and exploitation vitrats, borrows one of the main missions in the outlying system of living.

Construction of individual water supply systems for near the booth, The groups of individual water supply systems are becoming relevant, from one side, through the gradually increasing tariffs for water, from the centralized water supply systems, from the other side - as well as being connected to the centralized centralized water supply systems. water supply, meaning vitrati for donation to fingering, etc.). A special feature of individual water purification facilities, as well as of the minds of their exploitation in the warehouses of autonomous engineering systems of the living room in the Western Siberian region, is not very productive (1-5 m At the same time, we are guilty of compactness, maximum efficiency in servicing and ensuring the necessary purification of the out-of-ground waters of the singing storehouse to a nutritional standard.

Splitting by the authors of the design of individual (Fig. 2, 3) and collective (Fig. 4, 5) water treatment plants for water supply for the water supply of the Silk Budinks in the Zakhidno-Siberian Region, but not only the specifics of the water, but the water supply regions (the triviality and intensity of water intake according to the years of completion and seasons in the rock, the norms of water intake to the people, the average warehouse of the same).

The constructive features of water treatment plants do not only burn out regional factories, but they are able to live up to the quality of purified water, for example, if the water needs to be adjusted for certain indicators. On the current day, the water supply system for the rural settlements allows for a radical change in the situation from the supply of populations with safe drinking water. As a rule, rural settlements in Tomsk are located in the capacity of water supply to the artesian uppermost section (one or more small), for example, in the Tomsk region there are 75% of such settlements in the Tomsk region, and in the capacity of water accumulators - one or three As a rule, tsі dvі lanka form the basis of the system of water supply to the settlement.

In Bagatyokh Sylsk settlements, it is private and individual that there is no water supply in the Sverdlovsk region, and it does not obey the services of the water supply systems of the settlement.

Water supply system for pipes, for supplying water all the way to the living room according to its own specification, configuration (distribution of the edge), pipe materials, according to the methods of laying and obviously, etc. they do not need to be systematized. However, it is impossible to overcome the problem of improving the water supply systems in the rural settlements.

On pіdstavі doslіdzhen, holding kolektiva spіvrobіtnikіv Trace in rіznih areas Zahіdno-Sibіrskogo regіonu (Tomska, Tyumenska, Kemerovska, Novosibіrska oblastі that Altaysky edge) dosit wide vikoristannya in praktitsі purification rozroblenih Trace stantsіy maloї i serednoї potuzhnostі, brought to virobnitstva serіya іndivіdualnogo vodoochisnogo obladnannya , designated for the purification of underground waters (Fig. 3, 5). It means that the vibration of the water purification possession of the water is to reach the correct assessment of the quality of the underground waters, so that it is purified and cleaned for drinking purposes. The technical characteristics of the broken down water purification possession are given in table. 3.

Yak a variant for a silskiy booth with a suburb and an adjoining dilenkoyu, which I can handle with a water inlet, by the authors of the breakdown of the tank-accumulator combinations with a water-purifying unit (Fig. 6). The tank will immediately display two functions: to serve as a source of water, and to create a combination of filters for the purification of underground waters up to GOST. The tank-accumulator is used to start running from a water bottle, to go to the state-owned drinking water, and the productivity of the water purification plant is to run from the maximum period of time during the season of maximum life, as a rule of water.

Yak technological equipment, a tank-accumulator on an individual water supply system of a silky vein booth, a function of oxidized water, degassing, aeration and purification. The tank can be installed in the mountainous hinterland of the zhitlovny booth, for be it an above-door equipment, which can be installed on the edge of the building in a hand-held way. Fallen from the place of the installation, in some cases it is necessary to insulate it for the winter period.

Trivial promises of water purification of water purification facilities for the purification of underground waters in the rural areas of Tomsk, Kemerovo, Tyumen and Sverdlovsk regions on water supply systems with little effort (up to 5 m 3 / day)

Small-sized stations with productivity up to 100 m 3 / add. Installation and commissioning of water supply systems for industrial enterprises in Rubtsovsk m (Altai Territory), Yaya village (Kemerovsk region); DOC "Druzhba", "Sonechko", "Lukomor'ya", "Yuniy Tomich" (village Anikina, Tomska region), DOC "Sonyachny" (p. Kaltan, Tomsk region), In r / c Molchanovo i Parabel (Tomsk region), m Surgut (Tyumen region), Tomsk branch of AT "Sibmost" (Tomsk), rr. Sukha Balka, Bogdanovich, Yekaterinburg (Sverdlovsk region) Ta in.

I am working on the design and construction documentation, and at the first production site, a small series of water treatment plants have been prepared and installed on the water supply systems of individual living rooms in the villages: Anikin, Timiryazkave, Naukaslivka, Kislikas with. Oleksandrivske, s. Kozhevnikovo і r / c Molchanovo (Tomsk region - total 24 pcs.), P. Yaya (Kemerovo region - 8 pcs.), M Rubtsovsk (Altai Territory - 6 pcs.), Surgut (Tyumen region - 4 pcs.), Yekaterinburg (1 pc.), in the shops for the preparation and bottling of mineral and gas water in the village. Zirianske, Shegarka settlement and Chazhemto settlement (Tomsk region - 4 pcs.).

With the help of the development of effective, superior and simple in operation technologies and water purification, in the field minds of settlements in the region, a collective of sportsmen of TSUACE carried out complex technological advances. As a result of the experimental developments, technologies are being developed that allow you to trim the air-conditioned water, according to the current vimogs.

LITERATURE

1. Alexev M. I., Dzyuba V. V. Doslidzhennya technology of purification of underground waters and the structure of individual water purification possession // Izvestiya vuziv. Budivnistvo. No. 10, 1998, p. 88-93.

2. Dzyuba V. V., Alfiorova L. І. Autonomous station of water supply from underground dzherel // Information sheet No. 258-96. Tomsk; MTTSNTІіP, 1996.4 p.

3. Dzyuba V. V., Alfiorova L. І. Aeration-degassing of underground waters in the process of purification // Water supply and sanitary technology. No. 6, 2003, p. 21-25.

4. Dzyuba V. V., Alfiorova L. І. Vivchennya kinetic parameters in the process of air degassing of underground waters // Bulletin of the Tomsk sovereign Arch.-p. un-ta.-Tomsk: TGAS, No. 1 (6), 2002, p. 171-181.

5. Dzyuba V. V., Alfiorova L. І. Bagatokanalnaya counter-current ozonator column // Information sheet No. 234-96. Tomsk; МТЦНТІіП, 1996, 4 p.

6. Dzyuba V. V. Pre-treatment of the power and efficiency of ozonation of underground waters of Western Siberia for water supply // Izvestiya Vuziv. Budivnytsvo, no. 6, 1997, p. 85-89.

7. Dzyuba V. V. Ozonuvannya efficiency in the process of purification of underground waters // Bulletin of the Tomsk State University. Arch.-p. un-tu. Tomsk; TSUACE, No. 1, 2004, p. 107-115.

8.A.S. 1370090 CPCP, MKI CO 2 F 3/20. Pristriy for aeration ridin / Dzyuba V.V. 01/30/88. Bul. No. 4.

9. Dzyuba V. V. Pneumatic aerators for filling with gases // Science and technology: water supply and water supply: Collection of information materials. Tomsk; МТЦНТІіП, 1995, 42 p.

10. Dzyuba V. V., Alfiorova L. І. Small-sized water supply for an individual life in the Silk city of Western Siberia // Problems of water supply and water supply in the world: Collection of materials of the scientific and technical seminar. M .: VIMI, 1997, p. 98-103.

11. Dzyuba V. V., Alfiorova L. I., Cherkashin V. I. Water purification systems for an individual building // Silske building, №1, 1998, p. 35-37.