CN117776391B - Garden sewage treatment method - Google Patents

Garden sewage treatment method Download PDF

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CN117776391B
CN117776391B CN202410199361.7A CN202410199361A CN117776391B CN 117776391 B CN117776391 B CN 117776391B CN 202410199361 A CN202410199361 A CN 202410199361A CN 117776391 B CN117776391 B CN 117776391B
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garden sewage
konjak
mass
garden
blocks
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CN117776391A (en
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邵国栋
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Shandong Fengguang Municipal Garden Engineering Co ltd
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Shandong Fengguang Municipal Garden Engineering Co ltd
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Abstract

The invention relates to the technical field of sewage treatment, and in particular provides a garden sewage treatment method, which comprises the following steps: step one: introducing the garden sewage into a sedimentation tank, adjusting the pH of the garden sewage to 7.5 at 25 ℃, and settling for 6 hours to obtain the sediment-removed garden sewage; step two: introducing the precipitation-removed garden sewage into a biological reaction tank, adding a biological carrier with the mass of 0.4-0.6% of the precipitation-removed garden sewage, and controlling the air-water ratio to be 8 by using an aeration hose: the reaction is completed in 10 hours at the temperature of 1, 25 ℃. The garden sewage treatment method of the invention takes algae removal and edibility into account, provides a natural suspension carrier environment containing oxygen and anoxia through the natural duckweed plants such as the field grass, is matched with the special biological paint of the invention, can be used as a part of ecological landscape while effectively purifying water, can be eaten by fishes after being discharged, and is attached with algae, thereby enlarging the propagation area of anaerobic bacteria under water while removing algae.

Description

Garden sewage treatment method
Technical Field
The invention relates to the technical field of sewage treatment, in particular to a garden sewage treatment method.
Background
The sewage in gardens mainly comprises domestic sewage and precipitation. The sewage generated in landscape architecture is mainly domestic sewage, so that the sewage contains a large amount of organic matters and the like and has a certain hazard. The basic method for sewage treatment comprises the following steps: physical, biological, chemical, and the like. These wastewater treatment processes often require a combination of applications. The sedimentation treatment is a primary treatment and the biological treatment is a secondary treatment. The core idea is denitrification treatment, sewage denitrification is realized mainly by a biological method, and the core is two biological enzymatic reactions of nitrification and denitrification which are related to each other. In the nitration reaction, the oxygen oxidizes ammonia nitrogen into nitrate nitrogen under the catalysis of biological enzyme secreted by nitrifying bacteria; in the denitrification reaction, the carbon source reduces nitrate nitrogen into nitrogen under the catalysis of biological enzymes secreted by denitrifying bacteria, and the nitrogen escapes from water to realize the aim of sewage denitrification.
The garden sewage treatment has unique requirements: the treatment capacity is small, the treatment is nearby, and the waste is discharged in situ. Algae in a landscape are likely to flood to affect the landscape, and solid matters discharged after sewage treatment are often inedible and are mistakenly eaten by fishes in the landscape to cause loss.
Therefore, a method for treating edible garden sewage which can remove algae is needed.
Disclosure of Invention
In order to solve the problems, the invention aims to provide a garden sewage treatment method.
The invention provides a garden sewage treatment method, which comprises the following steps:
step one: introducing the garden sewage into a sedimentation tank, adjusting the pH of the garden sewage to 7.5 at 25 ℃, and settling for 6 hours to obtain the sediment-removed garden sewage;
Step two: introducing the precipitation-removed garden sewage into a biological reaction tank, adding a biological carrier with the mass of 0.4-0.6% of the precipitation-removed garden sewage, and controlling the air-water ratio to be 8 by using an aeration hose: reacting for 10 hours at the temperature of 1, 25 ℃ to finish treatment;
the preparation method of the biological carrier comprises the following steps:
Taking 5kg of fresh Chinese character 'tian' grass, spraying a coating A with the mass of 4% of the Chinese character 'tian' grass on the leaf surfaces, and spraying a coating B with the mass of 2% of the Chinese character 'tian' grass on the root hairs of the Chinese character 'tian' grass; the coating A comprises the following components in percentage by mass: 3:3:19, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts; the coating B comprises the following components in percentage by mass: 1:17, denitrifying achromobacter, denitrifying halomonas and konjak extract;
The preparation method of the konjak extract comprises the following steps:
Cutting fresh konjak tubers into blocks with the size of 1dm 3, and immersing the blocks in dissociation liquid for 6 hours at 48 ℃ to obtain once dissociated konjak blocks; the dissociation liquid comprises 12-16% of feruloyl esterase, 11-14% of C1 enzyme and the balance of pure water; performing steam explosion on the primary dissociated konjak blocks, wherein the steam pressure is 2.2-2.6 MPa, and the maintenance time is 70-100 s, so as to obtain secondary dissociated konjak blocks; adding three times of pure water into the secondary dissociated konjak blocks, adjusting pH to 8.0 with sodium carbonate, grinding for 5min at 90 ℃ with a colloid mill, wherein the processing fineness of the materials is 60um; grinding, adding five times of 95% ethanol, stirring, distilling at 65deg.C under reduced pressure of 600-700 mbar for 170s, and collecting the rest liquid to obtain the rhizoma Amorphophalli extract.
Further, the biological carrier with the mass accounting for 0.5 percent of the precipitation-removed garden sewage is added.
Further, the dissociation liquid comprises 14% of feruloyl esterase by mass.
Further, the dissociation liquid comprises 13% of C1 enzyme by mass fraction.
Further, the steam pressure is 2.4MPa.
Further, the maintenance time is 90s.
Further, the vacuum degree is 650mbar.
The invention has the following beneficial effects:
The invention relates to a garden sewage treatment method, which takes algae removal and edibility into consideration, and is characterized in that natural duckweed plants such as field grass are used for providing a natural suspension carrier environment containing oxygen and anoxia, aerobic bacteria and anaerobic bacteria are respectively attached to leaves and root hairs of the field grass, the field grass can be used as part of ecological landscape while effectively purifying water, the field grass can be eaten by fishes after being discharged, the root hairs of the field grass are easy to attach to algae, the propagation area of underwater anaerobic bacteria can be enlarged while algae removal is carried out, further, oxygen generated by photosynthesis of the field grass is beneficial to growth of the aerobic bacteria, and inorganic nitrogen decomposed by flora and the like can promote growth of the field grass.
The specific biological carrier proportion of the invention can effectively purify water and avoid damaging landscapes due to excessive propagation; the specific strain addition amount and the specific strain addition proportion of the coating A and the specific strain addition proportion of the coating B can not excessively pollute the water body when being matched with nitrogen reduction; the proportion of the dissociation solution is matched with dissociation of loose konjak tissue, and preparation is carried out for subsequent steam explosion and grinding, so that proper residues after distillation are obtained; the pressure and time of the steam explosion of the invention avoid excessively damaging the biological activity of konjak and the viscosity of polysaccharide substances while further dissociating konjak tissues, and provide an adhesion and propagation environment with the field grass for the following mixed strains; the reduced pressure distillation condition of the invention can reduce the antibacterial substances of the konjak extract and avoid the viscosity reduction at the same time.
Detailed Description
In order to more clearly illustrate the overall concept of the present invention, the following describes the overall scheme of the present invention in detail by way of examples; in the following description, numerous specific details are set forth in order to provide a more thorough understanding of the present invention; it will be apparent, however, to one skilled in the art that the invention may be practiced without one or more of these details; in other instances, well-known features have not been described in detail in order to avoid obscuring the invention.
In the invention, a steam explosion machine is purchased from Hebi, a main heavy sentence agricultural machinery manufacturing plant, and the product number is LB-X; the reduced pressure distiller was purchased from Chengshi instruments Inc., zhengzhou, model RE-2000E. The enzyme activities of the C1 enzyme and the feruloyl esterase are about 5 ten thousand U/g; the colloid mill is purchased from the chemical machinery Co., ltd, JM-180; the strains of nitromonas, nitrospira nitrosamini, nitrobacter vickers, achromobacter denitrificans and Salmonella denitrificans are all purchased from biobw platforms, the platform numbers are Bio-67512, bio-73954, bio-67411, bio-78932 and Bio-03835 respectively, the density OD600 of the cultured strains is 30, and the strains are used after eluting the corresponding culture medium.
Unless otherwise specified, the starting components in the examples below are commercially available, and the laboratory apparatus used is a laboratory conventional laboratory apparatus, and the performance test methods are known in the art. The whole operation space environment is 25 ℃, and the air humidity is 30%.
The preferred embodiment is as follows:
Example 1:
the garden sewage treatment method comprises the following steps:
Step one: introducing the garden sewage into a sedimentation tank, adjusting the garden sewage ph to 7.5 at 25 ℃, and settling for 6 hours to obtain the sediment-removed garden sewage;
Step two: introducing the precipitation-removed garden sewage into a biological reaction tank, adding a biological carrier with the mass of 0.5% of the precipitation-removed garden sewage, and controlling the air-water ratio to be 8 by using an aeration hose: reacting for 10 hours at the temperature of 1, 25 ℃ to finish treatment;
the preparation method of the biological carrier comprises the following steps:
Taking 5kg of fresh Chinese character 'tian' grass, spraying a coating A with the mass of 4% on the leaf surfaces of the Chinese character 'tian' grass, and spraying a coating B with the mass of 2% on the root hairs of the Chinese character 'tian' grass; the coating A comprises the following components in percentage by mass: 3:3:19, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts; the coating B comprises the following components in percentage by mass: 1:17, denitrifying achromobacter, denitrifying halomonas and konjak extract;
The preparation method of the konjak extract comprises the following steps:
Cutting fresh konjak tubers into blocks with the size of 1dm 3, and immersing the blocks in dissociation liquid for 6 hours at 48 ℃ to obtain once dissociated konjak blocks; the dissociation liquid comprises 14% of feruloyl esterase, 13% of C1 enzyme and the balance of pure water; performing steam explosion on the primary dissociated konjak blocks, wherein the steam pressure is 2.4MPa, and the maintenance time is 90s, so as to obtain secondary dissociated konjak blocks; adding three times of pure water into the secondary dissociated konjak blocks, adjusting pH to 8.0 with sodium carbonate, grinding for 5min at 90 ℃ with a colloid mill, wherein the processing fineness of the materials is 60um; grinding, adding five times of 95% ethanol, stirring, vacuum distilling at 65deg.C under 650mbar for 170s, and collecting the rest liquid to obtain rhizoma Amorphophalli extract.
Examples 2 to 13:
Example 2 differs from example 1 only in that the input mass of the biological carrier is 0.4% of the reprecipitated garden sewage;
Example 3 differs from example 1 only in that the input mass of the biological carrier is 0.6% of the reprecipitated garden sewage;
example 4 differs from example 1 only in that the dissociation liquid comprises 12% by mass of feruloyl esterase;
Example 5 differs from example 1 only in that the dissociation liquid comprises 16% by mass of feruloyl esterase;
example 6 differs from example 1 only in that the dissociation liquid comprises 11% by mass of C1 enzyme;
example 7 differs from example 1 only in that the dissociation liquid comprises 14% by mass of C1 enzyme;
example 8 differs from example 1 only in that the steam pressure is 2.2MPa;
example 9 differs from example 1 only in that the steam pressure is 2.6MPa;
example 10 differs from example 1 only in that the maintenance time is 70s;
Example 11 differs from example 1 only in that the maintenance time is 100s;
example 12 differs from example 1 only in that the vacuum is 600mbar;
example 13 differs from example 1 only in that the vacuum is 700mbar.
Comparative examples 1 to 13:
comparative example 1 differs from example 1 only in that the biological carrier was charged in an amount of 1% by mass of the reprecipitated garden sewage;
Comparative example 2 differs from example 1 only in that the dissociation liquid comprises 20% by mass of feruloyl esterase;
Comparative example 3 differs from example 1 only in that the dissociation liquid comprises 18% by mass of C1 enzyme;
comparative example 4 differs from example 1 only in that the steam pressure was 3.0MPa;
comparative example 5 differs from example 1 only in that the maintenance time is 150s;
comparative example 6 differs from example 1 only in that the vacuum is 800mbar;
Comparative example 7 differs from example 1 only in that coating a comprises a mass ratio of 4:3:3:19, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts;
comparative example 8 differs from example 1 only in that coating a comprises a mass ratio of 2:6:3:19, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts;
comparative example 9 differs from example 1 only in that coating a comprises a mass ratio of 2:3:6:19, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts;
Comparative example 10 differs from example 1 only in that coating a comprises a mass ratio of 2:3:3:40, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts;
comparative example 11 differs from example 1 only in that coating B comprises a mass ratio of 6:1:17, denitrifying achromobacter, denitrifying halomonas and konjak extract;
comparative example 12 differs from example 1 only in that coating B comprises a mass ratio of 3:2:17, denitrifying achromobacter, denitrifying halomonas and konjak extract;
comparative example 13 differs from example 1 only in that coating B comprises a mass ratio of 3:1:30 Achromobacter denitrificans, halomonas denitrificans and konjak extract.
Experiments were performed with a throughput of 10m 3: for the blank groups of the treated garden sewage and the untreated garden sewage in each example, measuring the total nitrogen concentration of each treated water, and representing the water purification and denitrification effect by using the total nitrogen concentration of each example, wherein the smaller the total nitrogen concentration is, the better the water purification and denitrification effect is, the result is reserved to the effective number behind the decimal point, the test result is shown in table 1, and the unit is mg/l; the treated water and the biological carrier are discharged into a fishpond of which the depth of 1m is 15m 2 and the length of the grass carp is 12 cm, the total ingestion times of the grass carp to the biological carrier in 6 hours are observed, the edible performance is better as the total ingestion times are more, the test results are shown in table 1, and the unit is times; the treated water and the biological carrier are discharged into a pond with a depth of 1m and a depth of 15m 2 and poured with 1kg of green algae, and the biological carrier is taken after 24 hours to observe the amount of the attached algae, and the description is recorded in table 1.
Table 1: the total nitrogen concentration of the treated garden sewage, the total feeding frequency of fish to the biological carrier and the algae attaching condition of the biological carrier are tested.
As can be seen from the data in table 1, compared with other examples, the method for treating garden sewage according to the embodiment of the invention, in particular, the method for treating garden sewage according to the embodiment 1 of the invention, has the advantages of low total nitrogen concentration of treated water, high total ingestion frequency of fish on biological carriers, and most algae attached to the biological carriers, namely, good water purification and denitrification effects on the basis of good algae removal and edibility effects.
The foregoing is merely exemplary of the present invention and is not intended to limit the present invention; various modifications and variations of the present invention will be apparent to those skilled in the art; any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (1)

1. The garden sewage treatment method is characterized by comprising the following steps of:
Step one: introducing the garden sewage into a sedimentation tank, adjusting the garden sewage ph to 7.5 at 25 ℃, and settling for 6 hours to obtain the sediment-removed garden sewage;
Step two: introducing the precipitation-removed garden sewage into a biological reaction tank, adding a biological carrier with the mass of 0.5% of the precipitation-removed garden sewage, and controlling the air-water ratio to be 8 by using an aeration hose: reacting for 10 hours at the temperature of 1, 25 ℃ to finish treatment;
the preparation method of the biological carrier comprises the following steps:
Taking 5kg of fresh Chinese character 'tian' grass, spraying a coating A with the mass of 4% of the Chinese character 'tian' grass on the leaf surfaces, and spraying a coating B with the mass of 2% of the Chinese character 'tian' grass on the root hairs of the Chinese character 'tian' grass; the coating A comprises the following components in percentage by mass: 3:3:19, nitromonas nitrosamini, nitrospira nitrosamini, nitrifying bacillus vickers and konjak extracts; the coating B comprises the following components in percentage by mass: 1:17, denitrifying achromobacter, denitrifying halomonas and konjak extract;
The preparation method of the konjak extract comprises the following steps:
Cutting fresh konjak tubers into blocks with the size of 1dm 3, and immersing the blocks in dissociation liquid for 6 hours at 48 ℃ to obtain once dissociated konjak blocks; the dissociation liquid comprises 14% of feruloyl esterase, 13% of C1 enzyme and the balance of pure water; performing steam explosion on the primary dissociated konjak blocks, wherein the steam pressure is 2.4MPa, and the maintenance time is 90s, so as to obtain secondary dissociated konjak blocks; adding three times of pure water into the secondary dissociated konjak blocks, adjusting pH to 8.0 with sodium carbonate, grinding for 5min at 90 ℃ with a colloid mill, wherein the processing fineness of the materials is 60um; grinding, adding five times of 95% ethanol, stirring, vacuum distilling at 65deg.C under 650mbar for 170s, and collecting the rest liquid to obtain the rhizoma Amorphophalli extract.
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