CN201713412U - Hospital sewage treatment system - Google Patents

Hospital sewage treatment system Download PDF

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CN201713412U
CN201713412U CN2010201850053U CN201020185005U CN201713412U CN 201713412 U CN201713412 U CN 201713412U CN 2010201850053 U CN2010201850053 U CN 2010201850053U CN 201020185005 U CN201020185005 U CN 201020185005U CN 201713412 U CN201713412 U CN 201713412U
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tank
aeration
sewage
pool
pond
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朴显泽
尤克
佟健
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
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Abstract

一种医院污水处理系统,属环保领域,其特征是:医院污水通过化粪池、污水调节池、水解酸化池、生物曝气池处理后,再经过MBR生物膜技术处理,使泥水分离,分离出来的清水进入消毒池,经臭氧消毒后进入中水池;分离出来的污泥,经污泥回流泵送回水解酸化池,再次进行降解处理。经上述多级、多层、综合的进行处理,污水中的有害病源微生物基本被完全杀灭,进入中水池的水不但无二次污染,超过国家规定的排放标准,而且可进行二次利用;污泥在系统处理过程中,其中的有机质被完全降解,不需要对污泥进行特殊处理;该系统封闭运行,处理过程中所产生的有害气体,经排气管道内的臭氧及紫外线消毒装置消毒后排放,不会对空气造成污染。

Figure 201020185005

A hospital sewage treatment system, which belongs to the field of environmental protection, is characterized in that: hospital sewage is treated by septic tanks, sewage regulating tanks, hydrolytic acidification tanks, and biological aeration tanks, and then treated by MBR biofilm technology to separate mud and water. The clear water that comes out enters the disinfection tank, and enters the reclaimed water tank after ozone disinfection; the separated sludge is sent back to the hydrolysis acidification tank through the sludge return pump, and is degraded again. After the above-mentioned multi-level, multi-layer and comprehensive treatment, the harmful pathogenic microorganisms in the sewage are basically completely killed, and the water entering the reclaimed pool not only has no secondary pollution, exceeds the discharge standard stipulated by the state, but also can be used for secondary use; During the sludge treatment process, the organic matter in it is completely degraded, and no special treatment is required for the sludge; the system operates in a closed environment, and the harmful gases generated during the treatment process are sterilized by the ozone and ultraviolet disinfection devices in the exhaust pipe. After discharge, it will not pollute the air.

Figure 201020185005

Description

A kind of hospital sewage disposal system
Technical field
The utility model belongs to field of environment protection, particularly relates to a kind of method and apparatus of specially hospital sewage being handled.
Background technology
Contain some special pollutents in the hospital sewage, as medicine, sterilizing agent, diagnosis agent, washing composition and a large amount of pathogenic microorganism, parasite and viruses etc., compare with sanitary sewage with industry, pollution power is stronger, not treated or handle the discharging of letting alone not up to standard as the hospital sewage that will contain the pathogeny microorganism, will inevitably pollute surrounding environment and surface pond, river, lake, healthy to the people causes serious harm.
Country is to sewage emissions, formulation has strict emission control standards, and 3-5 revises once emission standard, improve year by year, at present, the sewage discharge of most hospitals does not all reach national specified discharge standard, and traditional technology is handled hospital sewage, be that hospital sewage is directly entered sterilization pool through equalizing tank, behind disinfection by chlorine dioxide, enter sewer line, utilize this method to handle hospital sewage, though processing method is simple, easy to operate, but the subject matter that exists is: a, sewage through this method is handled does not reach national specified discharge standard, and the water source is polluted; B, utilize disinfection by chlorine dioxide, also can cause secondary pollution the water source at sterilization pool; C, the sewage after handling can not utilize once more, cause the waste of water resources, d, in to sewage treatment process, and the mud of generation also needs to carry out individual curing.
The utility model content
The purpose of this utility model is deficiency and the defective that exists at above-mentioned prior art, proposes a kind of hospital sewage disposal system, hospital sewage after treatment, not only non-secondary pollution can meet and exceed national specified discharge standard, and middle water also can carry out second stage employ; Organic matter in the mud can be degraded in system handles fully, and mud is not needed special the processing.
The purpose of this utility model is achieved through the following technical solutions:
This utility model comprises: sewage equalizing tank, sterilization pool, middle pond, it is characterized in that: be provided with septic tank at sewage equalizing tank front end, septic tank is connected with the hospital sewage pipeline, is provided with dividing plate in septic tank, is provided with sewage outlet in the upper end of septic tank and is connected with the sewage equalizing tank; In the sewage equalizing tank, be provided with sewage pump, and be connected, be provided with the hydrolysis acidification pool grid on the expose to the sun top of webmaster of water by lift pump outlet conduit and the water that is arranged on the hydrolysis acidification pool lower end webmaster that exposes to the sun; Be provided with the acidification pool sewage outlet is connected with the import of bio-aeration pool sewage in the upper end of hydrolysis acidification pool, in bio-aeration pool, the bottom, pond is provided with the aeration webmaster, the aeration webmaster is provided with the bio-aeration head, the aeration webmaster is connected with the aeration blower that is arranged on the top, pond by aerated conduit, be provided with the aeration tank grid on aeration webmaster top, be provided with the bio-aeration pool sewage outlet in the lower end of bio-aeration pool, with the sewage import of MBR pond together with, above the MBR pond, be provided with suction pump, the one end is connected with MBR assembly water outlet in being arranged on the MBR pond by the suction pump pipeline, the other end is connected with sterilization pool by outlet conduit, and sterilization pool is connected with middle pond by clear water output.
Above-described septic tank is provided with two groups of dividing plates in the pond, septic tank is divided into three Room, and every group of dividing plate is made of upper spacer and lower clapboard;
Above-described MBR pond, how many MBR component count that is provided with in the pond is determined by the amount of disposing of sewage, each MBR assembly water side is provided with threeway, the one end is connected with the suction pump that is arranged on top, MBR pond by pipeline, the other end is connected with tap water pipe line by valve, below each MBR assembly, all be provided with aeration nozzle, and be connected with aeration blower by aerating pipelines;
Above-described sterilization pool is provided with the ozone rattler above the pond, be connected by the ozonation aerated pipe of pipeline with the bottom, pond, is provided with dividing plate in sterilization pool, and the sterilization pool water outlet is connected with middle pond;
In addition, be provided with sludge outlet in lower end, MBR pond, and be connected, be provided with sludge reflux pump, be connected with hydrolysis acidification pool by sludge return pipe in the sludge sump lower end with sludge sump;
The equal closed operation in each pond, each upper end, pond is equipped with porthole, and porthole is closed by the porthole cap seal, and each top, pond is equipped with vapor pipe, and is connected with the exhaust main pipe line respectively, and exhaust main pipe line end is provided with apparatus for ultraviolet disinfection;
Each electrical appliance of this utility model links to each other with electrical control cubicles by lead.
The utility model is owing to adopted technique scheme, and its beneficial effect is:
A, the sewage after septic tank, hydrolysis acidification pool, bio-aeration pool are handled, handle the back mud-water separation through the MBR technology of biological membrane again, the clear water of separating passes through ozonization once more, harmful pathogeny microorganism is killed substantially fully, can meet and exceed national specified discharge standard, the water non-secondary pollution not only in pond in entering, and can carry out second stage employ;
B, mud are in the system handles process, and the organic matter in the mud is degraded fully, do not need mud is carried out special processing;
C, the obnoxious flavour that is produced in to the Hospital Sewage Treatment process, discharging after ozone in gas exhaust duct and the apparatus for ultraviolet disinfection sterilization can not pollute air.
Description of drawings
Fig. 1 is the structural representation of utility model Sewage treatment systems
Fig. 2 is the septic tank structural representation
Fig. 3 is a sewage equalizing tank structural representation
Fig. 4 is the hydrolysis acidification pool structural representation
Fig. 5 is the A-A sectional view of Fig. 4
Fig. 6 is the bio-aeration pool structural representation
Fig. 7 is the B-B sectional view of Fig. 6
Fig. 8 is a MBR pool structure synoptic diagram
Fig. 9 is that the K of Fig. 8 is to view
Figure 10 is the sterilization pool structural representation
Figure 11 is the sludge sump structural representation
:1- 2- 3- 4-5-MBR 6- 7- 8- 9-10- 11- 12- 13-14- 15- 16- 17a- 17b- 18- 19- 20-MBR 21-MBR 22- 23- 24-25- 26- 27- 28- 29- 30- 31- 32- 33- 34- 35- 36a- 36b- 37-38a- 38b-MBR 39- 40- 41-
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing
Fig. 1 is the structural representation of the utility model Sewage treatment systems, as shown in Figure 1, after hospital sewage is handled by septic tank 1, sewage equalizing tank 2, hydrolysis acidification pool 3, bio-aeration pool 4, in process MBR pond 5 mud-water separation, the clear water of separating from MBR pond 5 enters sterilization pool 6, pond 7 in entering after the sterilization; The mud of separating from the MBR pond sends back to hydrolysis acidification pool through the sludge reflux pump 29 of sludge sump 28 lower ends setting and by sludge return pipe 30.
As shown in Figure 2: hospital sewage pipeline 8 is connected with septic tank 1, is provided with two groups of dividing plates in septic tank 1, and every group of dividing plate is made of upper spacer 39 and lower clapboard 40, and septic tank is divided into three Room; Hospital sewage is through 1 three grades of interceptions of septic tank, particle that proportion is bigger and light floating superincumbent object are isolated fermentation gradually and are decomposed, bacterium, virus, parasite and ovum etc. are dead gradually, and the upper end of septic tank 1 is provided with sewage outlet 9 and is connected with sewage equalizing tank 2;
As Fig. 3, Fig. 4, shown in Figure 5: in sewage equalizing tank 2, be provided with sewage pump 10, and be connected, be provided with acidification pool grid 13 on the expose to the sun top of webmaster 12 of water by lift pump outlet conduit 11 and the water that the is arranged on hydrolysis acidification pool 3 lower ends webmaster 12 that exposes to the sun; In hydrolysis acidification pool 3, owing to lack oxygen, help the anaerobion growth in the sewage, carry out chain rupture to being difficult for oxidized macromole in the sewage, the material hydrolysis that will be difficult to degrade is converted into the material of readily biodegradable; Be provided with acidification pool sewage outlet 14 is connected with bio-aeration pool 4 sewage imports 15 in the upper end of hydrolysis acidification pool 3;
As Fig. 6, shown in Figure 7: in bio-aeration pool 4, the bottom, pond is provided with aeration webmaster 16, aeration webmaster 16 is provided with a bio-aeration 36a, aeration webmaster 16 is connected with the aeration blower 17a that is arranged on the top, pond by aerated conduit 38a, be provided with aeration tank grid 18 on aeration webmaster 16 tops, in bio-aeration pool 4, be oxygen supply, feed in raw material, add a certain amount of biological bacteria attached to filling surface again by the people, aerobic microbiological is bred in a large number, further degrade for the organism in the sewage, good environment is provided; Be provided with aeration tank sewage outlet 19 in the lower end of bio-aeration pool 4, aeration tank sewage outlet 19 is connected with MBR pond sewage import 20;
As Fig. 8, shown in Figure 9, in MBR pond 5, be provided with MBR assembly 21, how many MBR assembly 21 quantity are determined by the amount of disposing of sewage, each MBR assembly 21 water side links to each other with threeway 37 by pipeline, the other two ends of threeway 37, wherein an end is connected with tap water pipe line by valve, so that MBR assembly 21 and pipeline thereof are carried out back flushing; The other end of threeway is connected with the suction pump 22 that is arranged on 5 tops, MBR pond by pipeline, and the efficient crown_interception by MBR assembly 21 makes muddy water thoroughly separate, and the clear water that suction pump 22 is pumped enters in the sterilization pool 6 by pipeline; Sludge concentration in the MBR pond is improved greatly; Below each MBR assembly 21, all be provided with aeration nozzle 23, aeration nozzle 23 is connected with aeration blower 17b by aerated conduit 38b, continuing the people is oxygen supply, and the aerobic special efficacy flora in the mud is bred in a large number, makes the degraded that keeps of organism in the mud;
As shown in figure 10, above sterilization pool 6, be provided with ozonizer 24, be connected by the ozonation aerated pipe 25 of pipeline with the bottom, pond, on ozonation aerated pipe 25, be provided with ozonation aerated 36b, in sterilization pool 6, be provided with dividing plate 26, water in the pond is fully contacted with ozone, also apparatus for ultraviolet disinfection can be set simultaneously in the pond, strengthen sterilisation effect, sterilization pool water outlet 41 is connected with middle pond 7, and harmful pathogeny microorganism is killed the water in entering in the pond 7 substantially fully, can meet and exceed national specified discharge standard, the water non-secondary pollution not only in pond in entering, and can carry out second stage employ, as between flushing sanitation, greening etc.;
As Figure 11, be provided with sludge outlet 27 in the lower end in MBR pond 5, and be connected with sludge sump 28, lower end in sludge sump 28 is provided with sludge reflux pump 29, be connected with hydrolysis acidification pool 3 by sludge return pipe 30, the mud that refluxes is carried out circular treatment once more, the organism in the mud is degraded fully.
The equal closed operation in each pond, each upper end, pond is equipped with porthole 31, porthole is by observation flap 32 sealings of opening, each top, pond is equipped with vapor pipe 33, and be connected with exhaust main pipe line 34 respectively, exhaust main pipe line end is provided with apparatus for ultraviolet disinfection 35, and the obnoxious flavour that produces in system handles enters atmosphere after ozone that sterilization pool 6 comes out and apparatus for ultraviolet disinfection 35 sterilizations;
Each electrical appliance of this utility model links to each other with electrical control cubicles by lead, by electrical control cubicles each electrical appliance is controlled.

Claims (8)

1.一种医院污水处理系统,包括:污水调节池(2)、消毒池(6)、中水池(7),其特征是:在污水调节池(2)前端设置有化粪池(1),化粪池(1)与医院污水管道(8)相连通,在化粪池(1)内设置有隔板,在化粪池(1)的上端设有污水出口(9)与污水调节池(2)相连通;在污水调节池(2)内设有污水提升泵(10),并通过管道(11)与设置在水解酸化池(3)下端的水曝网管(12)相连通,在水曝网管(12)的上部设置有酸化池格栅(13);在水解酸化池(3)的上端设置有酸化池污水出口(14)与生物曝气池污水进口(15)相连通,在生物曝气池(4)内,池底部设有曝气网管(16),在曝气网管(16)上设置有生物曝气头(36a),曝气网管(16)通过曝气管道(38a)与设置在池顶部的曝气鼓风机(17a)相连通,在曝气网管(16)的上部,设置有曝气池格栅(18),在生物曝气池(4)的下端设置有曝气池污水出口(19),曝气池污水出口(19)与MBR池污水进口(20)相连通,在MBR池(5)上方设有抽吸泵(22),其一端通过抽吸泵管道与设置在MBR池(5)内的MBR组件(21)出水口相连通,另一端通过出水管道与消毒池(6)相连通,消毒池(6)通过清水出口(41)与中水池(7)相连通。1. A hospital sewage treatment system, comprising: a sewage regulating tank (2), a disinfection pond (6), a reclaimed water pond (7), and is characterized in that: a septic tank (1) is arranged at the front end of the sewage regulating pond (2) , the septic tank (1) is connected with the hospital sewage pipe (8), a partition is arranged in the septic tank (1), and a sewage outlet (9) and a sewage regulating tank are arranged at the upper end of the septic tank (1) (2) are interlinked; Sewage lifting pump (10) is provided in the sewage regulating tank (2), and communicates with the water exposure network pipe (12) that is arranged on the lower end of hydrolytic acidification tank (3) by pipeline (11), in The top of the water aeration network pipe (12) is provided with an acidification tank grille (13); the upper end of the hydrolytic acidification tank (3) is provided with an acidification tank sewage outlet (14) which communicates with the biological aeration tank sewage inlet (15). In the biological aeration tank (4), an aeration network pipe (16) is arranged at the bottom of the pond, a biological aeration head (36a) is arranged on the aeration network pipe (16), and the aeration network pipe (16) passes through the aeration pipe (38a ) is connected with the aeration blower (17a) arranged on the top of the pool, on the top of the aeration network pipe (16), an aeration tank grid (18) is arranged, and an aeration tank grille (18) is arranged on the lower end of the biological aeration tank (4). The sewage outlet (19) of the air pool, the sewage outlet (19) of the aeration pool are connected with the sewage inlet (20) of the MBR pool, and a suction pump (22) is arranged above the MBR pool (5), and one end of it passes through the suction pump pipeline It is connected with the water outlet of the MBR assembly (21) arranged in the MBR pool (5), and the other end is connected with the disinfection pool (6) through the water outlet pipe, and the disinfection pool (6) is connected with the middle water pool (7) through the clear water outlet (41) ) are connected. 2.根据权利要求1所述的一种医院污水处理系统,其特征是:在MBR池(5)下端设置有污泥出口(27),并与污泥池(28)相连通,在污泥池(28)的下端设置有污泥回流泵(29),污泥回流泵(29)与污泥回流管道(30)相连通,通过污泥回流管道(30)与水解酸化池(3)相连通。2. A kind of hospital sewage treatment system according to claim 1, characterized in that: a sludge outlet (27) is arranged at the lower end of the MBR pool (5), and communicates with the sludge pool (28). The lower end of the tank (28) is provided with a sludge return pump (29), and the sludge return pump (29) is connected with the sludge return pipeline (30), and is connected with the hydrolysis acidification tank (3) through the sludge return pipeline (30) Pass. 3.根据权利要求1或2所述的一种医院污水处理系统,其特征是:3. A hospital sewage treatment system according to claim 1 or 2, characterized in that: 在化粪池(1)内设置有两组隔板,将化粪池隔成三室,每组隔板由上隔板(39)和下隔板(40)构成。Two groups of dividing plates are arranged in the septic tank (1), and the septic tank is divided into three chambers, and each group of dividing plates is composed of an upper dividing plate (39) and a lower dividing plate (40). 4.根据权利要求3所述的一种医院污水处理系统,其特征是:4. A hospital sewage treatment system according to claim 3, characterized in that: 在MBR池(5)内,设置的MBR组件(21)的数量由处理污水量的多少确定,各MBR组件(21)出水端设置有三通(37),其一端通过管道与设置在MBR池上方的抽吸泵(22)相连通,另一端通过阀门与自来水管路相连通,在每一个MBR组件(21)下方都设置有曝气喷嘴(23),并通过曝气管路(38b)与曝气鼓风机(17b)相连通。In the MBR pool (5), the number of MBR components (21) set is determined by the amount of sewage to be treated, and each MBR component (21) outlet end is provided with a tee (37), and one end thereof is arranged on the top of the MBR pool through a pipeline. The suction pump (22) is connected, and the other end is connected with the tap water pipeline through a valve. An aeration nozzle (23) is arranged under each MBR assembly (21), and is connected with the aeration pipeline (38b) The aeration blower (17b) is connected. 5.根据权利要求1或2所述的一种医院污水处理系统,其特征是:5. A hospital sewage treatment system according to claim 1 or 2, characterized in that: 在消毒池(6)的上方设置有臭氧发生器(24),臭氧发生器(24)通过管道与池底部的臭氧曝气管(25)相连通,在臭氧曝气管(25)上,设置有臭氧曝气头(36b),在消毒池(6)内设置有隔板(26),消毒池出水口(41)与中水池(7)相连通。Ozone generator (24) is arranged on the top of disinfection pond (6), and ozone generator (24) is connected with the ozone aeration pipe (25) at the bottom of the pond by pipeline, and on the ozone aeration pipe (25), set An ozone aeration head (36b) is arranged, and a dividing plate (26) is arranged in the disinfection tank (6), and the disinfection tank water outlet (41) communicates with the reclaimed water tank (7). 6.根据权利要求4所述的一种医院污水处理系统,其特征是:6. A hospital sewage treatment system according to claim 4, characterized in that: 在消毒池(6)的上方设置有臭氧发生器(24),臭氧发生器(24)通过管道与池底部的臭氧曝气管(25)相连通,在臭氧曝气管(25)上,设置有臭氧曝气头(36b),在消毒池(6)内设置有隔板(26),消毒池出水口(41)与中水池(7)相连通。Ozone generator (24) is arranged on the top of disinfection pond (6), and ozone generator (24) is connected with the ozone aeration pipe (25) at the bottom of the pond by pipeline, and on the ozone aeration pipe (25), set An ozone aeration head (36b) is arranged, and a dividing plate (26) is arranged in the disinfection tank (6), and the disinfection tank water outlet (41) communicates with the reclaimed water tank (7). 7.根据权利要求1或2所述的一种医院污水处理系统,其特征是:7. A hospital sewage treatment system according to claim 1 or 2, characterized in that: 各池均封闭运行,各池上端均设有观察口(31),观察口(31)由观察口盖(32)封闭,各池上部均设有排气管(33),并分别与排气主管道(34)相连通,排气主管道(34)末端设置有紫外线消毒装置(35),经消毒后排入大气。Each pool is closed and operated, and the upper end of each pool is provided with an observation port (31). The observation port (31) is closed by an observation port cover (32). The main pipes (34) are connected, and the end of the main exhaust pipe (34) is provided with an ultraviolet disinfection device (35), which is discharged into the atmosphere after being sterilized. 8.根据权利要求6所述的一种医院污水处理系统,其特征是:8. A hospital sewage treatment system according to claim 6, characterized in that: 各池均封闭运行,各池上端均设有观察口(31),观察口(31)由观察口盖(32)封闭,在各污水处理池的上部均设置有排气管(33),并分别与排气主管道(34)相连通,排气主管道(34)末端设置有紫外线消毒装置(35)。Each pond is all closed operation, and each pond upper end is all provided with observation port (31), and observation port (31) is closed by observation port cover (32), and exhaust pipe (33) is all arranged on the top of each sewage treatment pond, and They communicate with the main exhaust pipe (34) respectively, and an ultraviolet disinfection device (35) is arranged at the end of the main exhaust pipe (34).
CN2010201850053U 2010-05-11 2010-05-11 Hospital sewage treatment system Expired - Fee Related CN201713412U (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102241456A (en) * 2010-05-11 2011-11-16 朴显泽 Hospital waste water treatment system
CN102424486A (en) * 2011-10-18 2012-04-25 中国环境保护公司 Wastewater treatment process and device for medical waste disposal plant
CN102502954A (en) * 2011-11-17 2012-06-20 北京沃安特环境科技有限公司 Self-aerated biofilm reactor and sewage treatment system applying same
CN102757157A (en) * 2012-08-01 2012-10-31 南宁佳迪斯电气科技有限责任公司 Sewage treatment system used in medical field
CN106348527A (en) * 2016-09-18 2017-01-25 云南圣清环保科技有限公司 Hospital wastewater treatment process
CN107043199A (en) * 2017-05-05 2017-08-15 河南恒安环保科技有限公司 A kind of sewage disposal of hospital and its recovery method as resource

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102241456A (en) * 2010-05-11 2011-11-16 朴显泽 Hospital waste water treatment system
CN102424486A (en) * 2011-10-18 2012-04-25 中国环境保护公司 Wastewater treatment process and device for medical waste disposal plant
CN102424486B (en) * 2011-10-18 2013-06-19 中国环境保护公司 Process and apparatus for treating waste water in medical waste disposal plant
CN102502954A (en) * 2011-11-17 2012-06-20 北京沃安特环境科技有限公司 Self-aerated biofilm reactor and sewage treatment system applying same
CN102757157A (en) * 2012-08-01 2012-10-31 南宁佳迪斯电气科技有限责任公司 Sewage treatment system used in medical field
CN106348527A (en) * 2016-09-18 2017-01-25 云南圣清环保科技有限公司 Hospital wastewater treatment process
CN107043199A (en) * 2017-05-05 2017-08-15 河南恒安环保科技有限公司 A kind of sewage disposal of hospital and its recovery method as resource
CN107043199B (en) * 2017-05-05 2020-07-17 河南恒安环保科技有限公司 Hospital wastewater treatment and resource recovery method

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