CN220182854U - Spiral-flow type three-phase separator suitable for UASB reactor - Google Patents

Spiral-flow type three-phase separator suitable for UASB reactor Download PDF

Info

Publication number
CN220182854U
CN220182854U CN202320621376.9U CN202320621376U CN220182854U CN 220182854 U CN220182854 U CN 220182854U CN 202320621376 U CN202320621376 U CN 202320621376U CN 220182854 U CN220182854 U CN 220182854U
Authority
CN
China
Prior art keywords
gas
phase separator
mud
water separation
sludge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202320621376.9U
Other languages
Chinese (zh)
Inventor
余红
王茁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Yizhihe Environmental Protection Engineering Co ltd
Original Assignee
Sichuan Yizhihe Environmental Protection Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sichuan Yizhihe Environmental Protection Engineering Co ltd filed Critical Sichuan Yizhihe Environmental Protection Engineering Co ltd
Priority to CN202320621376.9U priority Critical patent/CN220182854U/en
Application granted granted Critical
Publication of CN220182854U publication Critical patent/CN220182854U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Cyclones (AREA)

Abstract

The utility model discloses a rotational flow type three-phase separator suitable for a UASB reactor, which is characterized in that; the cyclone three-phase separator comprises a gas-water separation cover, guide vanes (1) are arranged around the gas-water separation cover, a sedimentation area is formed by an area surrounded by each guide vane, an air chamber (2) is formed by a lower area corresponding to the gas-water separation cover, and an exhaust hole (3) is formed in the gas-water separation cover, and each guide vane is partially overlapped. The device overcomes the phenomenon of mud leakage of the traditional three-phase separator, and performs secondary distribution on the return mud, so that the mud can fully contact with the waste water from the bottom, and the phenomenon of local sedimentation and dead zone of the mud caused by uneven mud distribution is solved.

Description

Spiral-flow type three-phase separator suitable for UASB reactor
Technical Field
The utility model relates to the field of sewage treatment, in particular to a cyclone three-phase separator suitable for a UASB reactor.
Background
UASB reactor principle: sewage water is uniformly introduced into the bottom of the reactor, and the sewage water passes upward through a sludge bed containing granular sludge or flocculent sludge. Anaerobic reactions occur during the process of contacting wastewater with sludge particles. Biogas (mainly methane and carbon dioxide) produced in an anaerobic state causes internal circulation. Some of the gas formed in the sludge layer adheres to the sludge particles and the gas, both adhering and not adhering, rises towards the top of the reactor. The sludge rising to the surface hits the bottom of the three-phase reactor gas emitter, causing deaeration of the sludge flocs with attached bubbles. The sludge particles will settle to the surface of the sludge bed after the release of the bubbles and the gas, both attached and unattached, is collected in the gas collection chamber of the three-phase separator at the top of the reactor.
The traditional three-phase separator is mostly arranged in parallel, and although the structure is simple, the mud-water separation condition is poor, two liquid flows which rise and fall simultaneously exist at a backflow seam, the mutual interference is caused, the sludge backflow is not smooth, the sludge leakage is serious, the UASB reactor needs to be periodically supplemented with the sludge, and the material resources and the labor cost are increased. The sludge returned by the traditional three-phase separator is settled back to the reaction zone by natural gravity, and can be combined with biogas bubbles again to rise to the three-phase separator in the settlement process, or rise to the three-phase separator by the action of local water force, so that the action of activated sludge is difficult to play. The phenomenon of local sludge deposition and dead zone which are easily caused by uneven distribution of settled sludge.
The conventional three-phase separator has the following drawbacks:
1. poor mud-water separation condition, serious mud leakage is caused, so that the UASB reactor needs to be periodically supplemented with mud, and material and labor costs are increased.
2. The sludge may be combined with biogas bubbles again in the sedimentation process to rise to the three-phase separator, so that the effect of the activated sludge is difficult to play.
3. And (3) a phenomenon of local deposition and dead zone of the sludge caused by uneven sludge distribution.
Disclosure of Invention
Accordingly, in order to solve the above-mentioned shortcomings, the present utility model herein provides a cyclone type three-phase separator suitable for use in a UASB reactor. The device overcomes the phenomenon of mud leakage of the traditional three-phase separator, and performs secondary distribution on the return mud, so that the mud can fully contact with the waste water from the bottom, and the phenomenon of local sedimentation and dead zone of the mud caused by uneven mud distribution is solved.
The utility model is realized in such a way that a cyclone three-phase separator suitable for a UASB reactor is constructed, which is characterized in that; the cyclone three-phase separator comprises a gas-water separation cover, guide vanes (1) are arranged around the gas-water separation cover, a sedimentation area is formed by an area surrounded by each guide vane, an air chamber (2) is formed by a lower area corresponding to the gas-water separation cover, and an exhaust hole (3) is formed in the gas-water separation cover, and each guide vane is partially overlapped.
The utility model has the following advantages: 1. the mud-water separation effect is optimized, the mud leakage condition is reduced, the mud supplementing amount is reduced, and the material and manpower costs are reduced. 2. The condition that the sludge is combined with biogas bubbles again to rise in the sedimentation process is avoided and reduced, and the effect of the activated sludge is fully exerted. 3. The secondary distribution is carried out on the returned sludge, so that the sludge is fully contacted with the wastewater from the bottom, and the phenomena of local sludge deposition and dead zone caused by uneven sludge distribution are solved.
Drawings
FIG. 1 is a schematic illustration of an embodiment of the present utility model;
fig. 2 is a schematic view of a guide vane (swirl vane) according to the present utility model.
Wherein: guide vane 1, air chamber 2, exhaust hole 3.
Detailed Description
The following detailed description of the present utility model will provide clear and complete description of the technical solutions of embodiments of the present utility model, with reference to fig. 1-2, and it is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides a cyclone three-phase separator suitable for a UASB reactor through improvement, wherein the three-phase separator is a core component of the reactor, directly influences the gas, liquid and solid separation effect of the reactor, and can be used for high-concentration wastewater treatment engineering. As shown in the figure, the cyclone three-phase separator comprises a gas-water separation cover, guide vanes 1 are arranged around the gas-water separation cover, a sedimentation area is formed by an area surrounded by each guide vane, an air chamber 2 is formed by a lower area corresponding to the gas-water separation cover, an exhaust hole 3 is arranged on the gas-water separation cover, and each guide vane is partially overlapped. The device overcomes the phenomenon of mud leakage of the traditional three-phase separator, and performs secondary distribution on the return mud, so that the mud can fully contact with the waste water from the bottom, and the phenomenon of local sedimentation and dead zone of the mud caused by uneven mud distribution is solved.
The control principle of the utility model is as follows:
the guide vanes of the sedimentation zone are radially arranged around the gas-water separation cover, the sewage slightly rotates when passing through, and some gas formed by biogas (mainly methane and carbon dioxide) on the sludge layer adheres to sludge particles, and the adhered gas and the unattached gas rotate to rise to the top of the reactor. The sludge rising to the surface hits the bottom of the guide vane of the three-phase reactor, causing the sludge flocs attached with bubbles to be deaerated. The sludge particles are deposited on the surface of the sludge bed along with the rotation of the water flow after the release of the bubbles, and the gas which is attached and not attached is collected into a gas collection chamber of a three-phase separator at the top of the reactor.
The advantage and beneficial effect of this patent are: 1. the mud-water separation effect is optimized, the mud leakage condition is reduced, the mud supplementing amount is reduced, and the material and manpower costs are reduced. 2. The condition that the sludge is combined with biogas bubbles again to rise in the sedimentation process is avoided and reduced, and the effect of the activated sludge is fully exerted. 3. The secondary distribution is carried out on the returned sludge, so that the sludge is fully contacted with the wastewater from the bottom, and the phenomena of local sludge deposition and dead zone caused by uneven sludge distribution are solved.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present utility model is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (1)

1. The cyclone three-phase separator suitable for the UASB reactor is characterized in that; the cyclone three-phase separator comprises a gas-water separation cover, guide vanes (1) are arranged around the gas-water separation cover, a sedimentation area is formed by an area surrounded by each guide vane, an air chamber (2) is formed by a lower area corresponding to the gas-water separation cover, and an exhaust hole (3) is formed in the gas-water separation cover, and each guide vane is partially overlapped.
CN202320621376.9U 2023-03-27 2023-03-27 Spiral-flow type three-phase separator suitable for UASB reactor Active CN220182854U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320621376.9U CN220182854U (en) 2023-03-27 2023-03-27 Spiral-flow type three-phase separator suitable for UASB reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320621376.9U CN220182854U (en) 2023-03-27 2023-03-27 Spiral-flow type three-phase separator suitable for UASB reactor

Publications (1)

Publication Number Publication Date
CN220182854U true CN220182854U (en) 2023-12-15

Family

ID=89114078

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320621376.9U Active CN220182854U (en) 2023-03-27 2023-03-27 Spiral-flow type three-phase separator suitable for UASB reactor

Country Status (1)

Country Link
CN (1) CN220182854U (en)

Similar Documents

Publication Publication Date Title
CN203593661U (en) Spiral upflow self-circulation anaerobic reactor
CN206014509U (en) A kind of two-phase laminated flow inner-outer circulation anaerobic reactor
CN201648108U (en) Bi-cyclic bio-film anammox reactor
CN203451286U (en) Two-phase double-circulation anaerobic expanded bed bioreactor
CN104743745B (en) A kind of garlic wastewater advanced treatment system
CN109761449A (en) A kind of novel anaerobic reactor and processing system based on UASB
CN109851166B (en) Internal circulation type anaerobic and denitrification methane-generating reactor and sewage treatment method
CN204999694U (en) High concentration organic waste water's anaerobic treatment device
CN220182854U (en) Spiral-flow type three-phase separator suitable for UASB reactor
CN203833701U (en) Improved UASB (upflow anaerobic sludge blanket) anaerobic reactor
CN218262148U (en) Anaerobic reactor
CN206126952U (en) Arc three -phase separator
CN201704127U (en) Novel up-flow type anaerobic granular sludge bed reactor
CN202688089U (en) Internal circulation hydrolysis anaerobic reaction device
CN101007680A (en) Highly effective anaerobic bioreacto
CN103395955B (en) High-speed and down-flow type sludge back-mixing anaerobic reactor
CN107973399A (en) A kind of high-efficiency three-phase piece-rate system
CN204939083U (en) A kind of eddy flow sludge classification anaerobic ammonia oxidation reactor
CN203392922U (en) High-speed sink-flow type reverse sludge mixing anaerobic reactor
CN211813667U (en) Flow-reducing homogeneous anaerobic DHAR reaction device
CN209065528U (en) UASB anaerobic biological reactor
CN103408136A (en) Integrated pulse inner cycle anaerobic reaction device
CN215102265U (en) Anaerobic sedimentation tank for wastewater treatment
CN205170490U (en) Anaerobic reactor
CN104787878B (en) biological fluidized bed reactor

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant