Horizontal settler

FIELD: construction.

SUBSTANCE: horizontal settler includes a rectangular reservoir at the bottom of which a silt pit is made. In the upper and lower parts of the reservoir there are guide rails parallel to the walls of the reservoir. The horizontal settler also contains a blade as a scraper, guide rollers through which the cables of the respective electric winches are thrown. Inside the pit is a retractable sludge tray containing an axis that can be pivoted 180°, the top of the pit on the wall is a cable-tightened cable to the electric winch for hermetic closure of the silt pit.

EFFECT: invention ensures the continuity of the settler, reduces the cleaning time, protects against floating waste, increases the reliability of the device.

2 cl, 3 dwg

 



 

Same patents:

FIELD: agriculture.

SUBSTANCE: method consists in creating a closed water area in the form of a storage pond 8 with the area of accumulation of sludge from liquid flows. The storage pond 8 is a water area with a levee 12, in which body the inlet water intake hole is made, and the opposite - a water receiver 9 of the water intake pipeline 22. According to the first embodiment of the method, at the bottom of the storage pond 8 the closed air-injecting devices 14, 15 are mounted to form a number of beams diverging from the device as horizontal perforated pipelines 16 in the direction of the base of the upper slope of the dam 12. The perforated pipelines 16 end with a dead end. The air-injecting devices 14, 15 are connected to the central supply pipeline 17, 18 connected to a source of compressed air. With the increase in the accumulation of sediment in the form of sludge in the zones of the storage pond 8 the air supply in portions into the air-injecting devices 14, 15 is resumed with brief connection of the compressor 19 on the command of the time relay 20 on the air duct in the intake pipeline of the closed air-injecting device. Breaking through the holes of the perforated pipeline 16, the compressed air loosens and roils the sludge, with simultaneous saturation of manure flow with it, and transports it to the discharge water intake pipeline 22. As the reduction in the sludge layer in the storage pond 8 the air supply into the air-injecting devices 14, 15 is stopped. According to the second embodiment of the method, in the storage pond a floating platform is placed, on which a compressor is located, connected to the pressure hose air duct. The nozzle of the pressure hose air duct is made in the form of a metal trunk with a perforation in its end part, attached to the rod with graduations in height and in the section of sludge residual accumulation, the end of which is inserted into the precipitate formation. The floating platform is attached on both sides of the dam using a rope and block system in the areas of erosion of the sediment of sludge precipitation.

EFFECT: increased efficiency of transport capacity of roiled manure flow coming from the livestock complex, and increased in functional capabilities of the storage pond with possible disposal of flows on irrigated fields of reclamation.

2 cl, 6 dwg

FIELD: construction.

SUBSTANCE: water outlet comprises the inlet 1 and transit 2 channels, associated with water intake gallery, having the water inlet opening in the upper part, covered with grid 11. Grid 11 also covers the V-shaped threshold 10, which separates the sediments before the bottom slot of gallery into coarse fractions. The side walls of the supply channel 1 are provided with guide elements with possibility of their displacement towards the threshold. Guide elements are designed with L-shaped vertical walls 13 with shelves 14, placed above the bottom of the supply channel 1. The lower edges of vertical walls are installed relative to the bottom of the inlet channel 1 with gap. Gallery is made with intake portal in the form of tube, the upper part of the case of which with oblique cut 6 is located above the slotted hole of the gallery. Due to the fact that the cross-section portal of tube with the inlet portion 5 is located slightly above the bottom of the chamber, the water flow to the discharge pipeline is increased, and flow regime through the portal into the transit channel 2 occurs without splashing and all sediments go down. In the presence of bending, the flow speed profile is more uniform in the pipeline, which reduces the tendency of flow separation from the inner curved wall and reduces the energy losses along the length of the pipeline, caused by the vortex turbulence. Pressure losses in the inlet portion at the presence of tubular portion, curved in three dimensions, as in the outlet portion of the pipeline, are reduced.

EFFECT: construction of water outlet as a whole provides its protection against the sediments, as well as in case of the absence of water inlet and simplification of the design at the increased discharge capacity, besides the length of the discharge pipeline is reduced respectively.

2 cl, 5 dwg

FIELD: construction.

SUBSTANCE: sand and grit catcher comprises a main receiving cylindrical container 1 installed within an additional container 2 of a larger volume. The main receiving container 1 houses a hollow cylinder 10, coupled to the supply water conduit 12. The cylinder 10 is divided by a horizontal partition wall 13 into two cavities 15 and 16. The horizontal partition wall 13 has a hole in the middle part. Water-discharge windows 20 are located in the walls of the cylinder 10 above the partition wall 13. Water-discharge orifices 6 are located in the walls of the sloping bottom 5 of the main container 1 relative to each other. Water discharge orifices 6 are equipped with sediment intercepting elements in the form of gates 7 with the possibility of vertical movement towards the hollow cylinder from the side of the main container 1. The bottom of the main container 1 and the additional container 2 is inclined at a various angles to the horizontal axis of the apparatus, secured in the base of the foundation 28. Wash pipeline 24 runs in the centre of the additional container 2. Container 2 in the top of its wall is connected with clean water discharge pipe 25. In this step-hydraulic water regime with sediment going through the cylinder 10, container 1 into the additional container 2 in the form of constricting or expanding areas, the sediment will flow into discharge manifold, being flushed from the inclined bottom walls, and clean water will flow from the upper layers of the additional container 2 into the discharge pipeline 25 and further to the consumer.

EFFECT: efficiency and reliability is improved in changing energy parameters of the incident flow with benthic and suspended sediment, and hydrodynamic impact on the bottom of the additional container is reduced.

3 cl, 1 dwg

FIELD: construction.

SUBSTANCE: water intake purifying facility includes the receiving settling chamber 1 and additional settling chamber 2 between the supply 3 and outlet 4 water lines. The receiving settling chamber 1 for collecting sediments is designed with the inclined bottom and is divided by vertical separating wall 5 into two sections 6 and 7, unified by the window 8. Window 8 is designed in the lower part of separating wall 5. Chamber 1 has a flushing opening 9 with the collector 10. The second section 7 of chamber for collecting sediments is provided with vertical T-shaped wall 14 with horizontal brim 15 at the end of the inclined bottom. Wall 14 is secured to the bottom of pit 16, 20. Visor 15 by one end is mounted to the side of separating wall 5, and by the other - to the side of additional settling chamber 2. Receiving settling chamber 1 is provided by width with horizontal training walls 11, installed by height relative to each other with offset respectively to the separating wall 5. Training walls 11 are fixed from side of the second section 7 of chamber 1. Additional settling chamber 2 is located between the vertical T-shaped wall 14, wall 17 and threshold 18 of discharge section of water line 4. Bottom of chamber 2 is designed with inclination towards the pit 20 with flushing hole 21 with collector 22. Separating wall 5 from the inner side in its upper part is provided with the curved visor 12 with the slotted opening 13. During the facility operation, water containing sediments enters into the receiving settling chamber 1, where slows and sediments are concentrated in the lower part of section 7, and partial possibly suspended sediments enter along the inclined bottom of chamber 2 and drawn into the pit 20 near the flushing hole 21 with collector 22.

EFFECT: efficiency of continuous purification of water from the bottom and suspended sediments is improved, possibility to control the hydraulic flow structure in the additional sedimentation chamber is provided.

5 cl, 1 dwg

FIELD: engines and pumps.

SUBSTANCE: method includes installation of a shield controller 4 and a threshold in a channel. The shield controller 4 is installed at the outlet of a transition section 1, placed between supply 2 and transit 3 channels. In the lower part of the shield controller 4 there is a flush hole 5. At the inlet of the receiving chamber there is a flat shield in the form of an overflow threshold with a drive 14 with capability of vertical displacement. Flow energy redistribution is carried out by displacement of the flat shield. A jet-guiding threshold is made from two sections in the form of a curvilinear and rectilinear 18 one in the vertical direction of walls, providing for the jet-guiding system and kinematically connected with the overflow threshold. The curvilinear wall is installed on the axis 13 as capable of rotation. Installation of the jet-guiding system, movable in vertical and horizontal planes and connected with the movable overflow threshold, placed at the side of the lateral wall of the receiving chamber, provides for concentration of sediment flushing in direction of the flushing hole 5 of the shield controller 4 and further into the transit channel 3.

EFFECT: increased reliability in operation by means of lower impact at a control accessory of bottom and suspended sediments contained in water.

5 cl, 4 dwg

FIELD: construction.

SUBSTANCE: system comprises a settling chamber 1 with a flushing gallery placed between the supply 2 and drainage 3 sections of the channel. The chamber is made with rising side slopes 21, in the lower part of which there is an inlet hole 4 of the flushing gallery 5. The system also comprises a centrifugal clarifier made in the form of cylindrical chambers 6 and 7. The bottom of the chamber 6 is made as inclined towards the central flushing hole. The chamber 7 is placed inside the vertical chamber 6. At the inlet to the settling chamber 1 there is a flat sluice gate 23 with a curvilinear screen 24. The flushing gallery 5 adjoins with its inlet to the inlet at the outer side of the cylindrical chamber 6 and is placed inside the chamber 7, equipped by additional nozzles. The second nozzle 13 is made in the form of an attachment 12 with a flow swirler and with development of a directed water flow connected to a source of discharge water pipeline, and is placed as coaxial to the vertical axis of the flushing drainage pipeline. The lower edge of the internal cylindrical chamber 7 is arranged above the bottom of the external cylindrical chamber 6. The inlet end wall of the flushing gallery is equipped with a horizontal screen 20.

EFFECT: simplified design and higher efficiency of water intake protection against ingress of bottom sediments and floating debris.

2 cl, 2 dwg

FIELD: construction.

SUBSTANCE: method includes arrangement of a trench 7 between supply 24 and transit 18 channels, a lock 5 in the form of rigidly fixed webs with excitation of cross circulation of the flow, a sediment-diverting channel 6, a wash hole 4, which is arranged in an inclined manner in direction of the flow, and a rift. A drive is made in the form of a float, traction rods and a drain pipeline. The lock is made in the form of a vertical shield 1, the lower edge of which is arranged below the channel bottom. As water level increases upstream the vertical shield, which serves as a circulating rift, the shield 1 is moved in guides with the possibility of vertical displacement along the height of the trench 7, which is divided into two unequal parts. The lower edge of the vertical shield is equipped with two rigidly connected plates, placed in the bottom part of the trench, the upper (front) 2 of them has length larger than the horizontal lower plate 3. The upper plate 2 provides for the possibility of an inclined jet-directing element towards a sediment-washing opening 4, and the lower plate 3 provides for a protective screen.

EFFECT: higher efficiency of control by reduction of sediments feed into a transit channel and reduction of inefficient water discharge for washing of sediments, provides for the possibility to adjust a hydraulic structure of a flow in a draining trench.

5 cl, 3 dwg

FIELD: process engineering.

SUBSTANCE: proposed method comprises washout of sediments by water jets to carry fine fractions over by flow and strengthening waterway bottom by coarse fractions forming riprap. Velocities of washout and carryover sediments in continuous blow with stream are created by in-channel basin displacing in blow. Said in-channel basin is formed by device acting as water-retaining construction of variable geometry. Proposed method is implemented using the device composed of horizontal web with ballast arranged thereon connected with pressure web by ropes to make water passage there between and provided with balloons secured along said passage on said web and adjusted by filler. Opening of said passage is adjusted by moving web. The latter is secured by stabilising rings to ropes, pressure web and directly to balloon and horizontal web by ropes via said guide rings. Device displacement in blow direction id effected by varying balloon filler volume. Said balloon has inner rope diaphragm tightening it above central part and is installed on horizontal web at the point of fastening to control rope guys locating the device on waterway bed.

EFFECT: higher efficiency of washout.

4 cl, 8 dwg

Water-intake device // 2446255

FIELD: construction.

SUBSTANCE: water-intake device comprises a body 1 with inlet 2 and outlet 3 holes, where accordingly inlet 4 and outlet 5 membrane valves are inserted. In the body 1 there is a filtering element installed, made in the form of bell components. Components are installed on the axis 13 of square section. In the cylindrical part of the components there are half-openings made in the form of half-channels at the angle α of below 90° to the axis 13, forming filtering channels 14. There are springs 15 installed between components. There are slots 21 and ledges 22 for accurate fixation of bell components.

EFFECT: invention makes it possible to increase reliability and quality of liquid treatment, for instance, from livestock drains of cattle complexes and pig complexes, from solid and fibrous structures.

2 dwg

FIELD: construction.

SUBSTANCE: invention is aimed at increased survival rate of larvae and reduced labour intensity of works for growing fish. Device for growing fish consists of pond, pipe for water drain from pond, water line for supply of water into pond and filter. Device is provided with lantern having rigid frame, water drain nozzle and flexible hose, one end of which is connected to nozzle of lantern, and the second one - to nozzle of pipe for water drain. Filter is placed onto rigid frame of lantern to form side walls, bottom, and includes hole for lantern nozzle, which is arranged in lower part of lantern, and length of flexible hose is arranged as equal to 1.2-1.5 of maximum depth of water in pond. Filter may be made of mill screen or in the form of metal wire lattices, at the same time opening for nozzle of lantern will be located on side wall of lattice.

EFFECT: increased survival rate of larvae and reduced labour intensity of works for growing fish.

3 cl, 2 dwg

FIELD: chemistry.

SUBSTANCE: claimed is method and deammonifying installation for purification of ammonium-containing sewage waters. Deammonifying installation for purification of ammonium-containing sewage waters contains aeration tank and hydrocyclone for separation of sludge from aeration tank into relatively heavy fraction, which includes bacteria, performing anaerobic ammonium oxidation, and relatively light fraction. Hydrocyclone contain input, connected with aeration tank, for return of separated relatively heavy fraction into aeration tank and upper output, connected with aeration tank, for discharge of separated relatively light fraction from hydrocyclone. Hydrocyclone contains cylindrical segment and conic segment. Surface of internal walls of conic segment is rough on certain parts. Rough surface of internal walls of conic segment has higher degree of roughness than surface of internal walls of cylindrical segment. Method of purification of ammonium-containing sewage waters is realised in deammonifying installation.

EFFECT: simplification of ammonium and nitrite conversion into elementary nitrogen.

33 cl, 3 dwg

FIELD: process engineering.

SUBSTANCE: invention relates to ecology and environmental protection. For cleaning filtering system is erected and used on soil slope surfaces. Filtering system is composed of the slope soil top layer processed with aqueous solution of polyelectrolyte complex. The latter comprises the mix of hydrolysed polyarcylonitrile and polyethylene polyamine at the ratio of 1:3.5-1:4.5, wt %. Processed soil sorption capacity saturated, said soil is removed and disposed or recovered.

EFFECT: simplified cleaning, higher erosion resistance of run-off surfaces.

2 tbl

FIELD: chemistry.

SUBSTANCE: invention relates to chemical industry. Mixed coagulant from mineral raw material is obtained by dissolution of boehmite-kaolinite bauxide in autoclave with hydrochloric acid with concentration 220 g/l with ratio S:L=1:6 for 1-3 hours in interval of temperatures 150-180°C.

EFFECT: invention makes it possible to increase coagulation ability of mixed coagulant - hydrooxichloride of aluminium and iron with concentration by Al2O3 2,32-6,87 and by Fe2O3 0,94-1,02 wt %, in water purification: by turbidity and colour.

2 dwg, 6 tbl

Vacuum deaerator // 2558109

FIELD: power industry.

SUBSTANCE: vacuum deaerator contains a branch pipe for supply of chemically purified deaerated water to the distributing header, the first jet plate fitted with a finned overflow edge and a punched steam discharge sheet, the second jet plate having a finned overflow edge and a punched steam discharge sheet. Fins of overflow edges of the first and second jet plates are made rectangular at an angle 30-60° to vertical line with inclination towards drain from overflow edges of flows of the deaerated water, the cross-flow plate with cross-flow and overflow edges, three punched pipelines for supply of heating water to the cross-flow plate, the bubbling sheet with overflow edge, the punched pipeline for supply of heating water under the bubbling sheet, at least, two pipelines for discharge of non-evaporated heating water to the inlet of the bubbling sheet, the partition blocking discharge of non-evaporated heating water into the flow of deaerated water drained from the bubbling sheet, passing through the bubbling sheet at least two L-shaped boxes of heating vapour cross-flow, installed evenly along the deaerator housing in the space between the overflow edge of the bubbling sheet and the punched pipeline for supply of heating water under the bubbling sheet, at least one branch pipe for discharge of vented steam and one branch pipe for discharge of deaerated water.

EFFECT: increase of overall performance of the vacuum deaerator.

3 dwg

FIELD: testing equipment.

SUBSTANCE: invention relates to technology of pressure test of electro-hydraulic-mechanical systems and can be used for degassing the working fluid in technical devices using in their constructive solutions the flowing hydraulic tanks of open type. The method comprises degassing the working fluid on the grid in the flowing hydraulic tanks, imparting the grid of low-frequency transverse vibration, and at the inlet of the grid by bubbling the gas liquid layer is created with a high-frequency pulsating low-intensity pressure. The flowing hydraulic tank of open type (1) comprises a lid (2), partitions (3, 4), a grid (5), the pipes of discharge (6) and intake (15) of the working fluid, a drain (7), intermediate (18), intake (14) cavities and involves the installation of a grid (5) on the elastic supports (8). Below the grid (5) on the side of the flow outlet into the cavity (18) a pneumatic dynamic vibrator (9) is mounted with the modulated phase of gas oscillation, the outlet nozzle (10) of which is mounted on the grid (5).

EFFECT: invention provides increased efficiency of degassing fluid, the degassing process intensification, which enables to improve and expand the indices of quality of electro-hydraulic-mechanical systems and their components.

2 cl, 1 dwg

FIELD: chemistry.

SUBSTANCE: invention relates to a polymer obtained via condensation polymerisation. The polymer is obtained from at least two monomers: acrylic monomer and alkylamine. Said polymer is modified such that it contains a dithiocarbamate salt group capable of cleaning one or more compositions containing one or more metals. The polymer has molecular weight of 500-200000.

EFFECT: obtaining polymers for various media as means of purification from metals, including waste water systems.

13 cl, 5 ex, 1 dwg

FIELD: chemistry.

SUBSTANCE: inventions relate to production of desalinated water and can be used for obtaining drinking water from sea and salt waters. Extraction of water from saline solution is carried out with application of selective solvent, containing carboxylic acid, which has carbon chain from 6 to 13 carbon atoms long. In order to realise the method saline solution emulsion in selective solvent is prepared, selective solvent is heated before and after contact with saline solution to obtain first phase, which includes selective solvent and water from saline solution, dissolved in selective solvent, and second phase, including highly-concentrated remaining part of saline solution. After that, first phase is separated from second phase, first phase, including selective solvent and dissolved water, is extracted from highly-concentrated remaining part of saline solution or highly-concentrated remaining part is extracted from saline solution from first phase. First phase is cooled after extraction to precipitate water from selective solvent and precipitated water is removed from selective solvent.

EFFECT: invention provides obtaining almost pure fresh water.

19 cl, 15 dwg, 2 ex

FIELD: process engineering.

SUBSTANCE: invention can be used for desalting of sea, hard and/or contaminated water by direct osmosis desalting. To this end, contaminated feed solution with water at first osmosis pressure is forced through semi-permeable diaphragm to discharge side that has the flow of carrier solution with second osmosis pressure on discharge side of semi-permeable diaphragm. Diluted discharge solution is heated to agglomerate discharged diluted substance to two-phase flow containing liquid phase of agglomerated dissolved substance and liquid water phase. Then, agglomerated dissolved substance is separated to get enriched flow to be cooled to obtain cooled single-phase water-rich flow to be subjected to removal of residual dissolved substance to produce purified water.

EFFECT: higher quality and desalting and purification.

23 cl, 4 dwg, 2 tbl

FIELD: chemistry.

SUBSTANCE: method of purification of phenol-containing sewage waters of alkali-hydrolysis processing of rice husk includes preliminary desiliconisation of phenol-containing sewage waters by their processing with hydrochloric acid with precipitation of solid and separation from solution of silicon-containing product and electrochemical oxidation in presence of chloride ions in electrolytic cell with application of direct current. Process of electrochemical oxidation is carried out with concentration of chloride ions 0.10-0.11 mol/l in non-diaphragm electrolytic cell with application of ruthenium-titanium oxide anode and titanium cathode for 70-90 min with current density 100-150 mA/cm2 with constant mixing. Required concentration of chloride ions is provided by dilution with water of phenol-containing sewage waters after their desiliconisation.

EFFECT: invention makes it possible to increase degree of purification of polydisperse concentrated phenol-containing sewage waters of alkali-hydrolysis processing of rice husk from phenol and other organic pollutants.

3 cl, 1 tbl, 2 ex

FIELD: agriculture.

SUBSTANCE: device comprises a flotation device, a frame, a hydraulic drive. On the frame the longitudinal rods are pivotally mounted, and on their cantilever portion the linkage for attachment of the drum is mounted with the ability of movement in a vertical plane. The drum is mounted with the ability of replacement of the drum holder, at that the drum is rotated by the hydraulic motor through the belt drive in the direction opposite of the flotation device movement.

EFFECT: improvement of quality of the implementation of the technological process of cleaning the water reservoirs from blue-green algae and reduction of energy intensity.

2 dwg

FIELD: process engineering.

SUBSTANCE: invention relates to suspension and sludge separators, particularly, to device for disturbance of mesh-structure sludge. Proposed method comprises stages that follow. Material feed into tank, its precipitation therein and formation of aggregates from the sludge. Sludge aggregates are deposited at tank bottom and mesh-texture sludge ply is formed. Identical disturbance is created over the entire disturbance zone at mesh-texture ply top zone to destruct mesh-texture sludge in disturbance zone during the preset time interval. This allows releasing fluid caught from mesh-texture sludge in disturbance zone to up sludge density above disturbance zone relative to sludge density above disturbance zone.

EFFECT: perfected process.

11 cl, 38 dwg

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