CN114230097A - Treatment process of sewage containing organic phosphorus - Google Patents

Treatment process of sewage containing organic phosphorus Download PDF

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Publication number
CN114230097A
CN114230097A CN202111556328.8A CN202111556328A CN114230097A CN 114230097 A CN114230097 A CN 114230097A CN 202111556328 A CN202111556328 A CN 202111556328A CN 114230097 A CN114230097 A CN 114230097A
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phosphorus
sewage
modified
adsorption carrier
activated sludge
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陈广雄
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Guangzhou Borui Water Treatment Technology Co ltd
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Guangzhou Borui Water Treatment Technology Co ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C05FERTILISERS; MANUFACTURE THEREOF
    • C05BPHOSPHATIC FERTILISERS
    • C05B17/00Other phosphatic fertilisers, e.g. soft rock phosphates, bone meal
    • CCHEMISTRY; METALLURGY
    • C05FERTILISERS; MANUFACTURE THEREOF
    • C05GMIXTURES OF FERTILISERS COVERED INDIVIDUALLY BY DIFFERENT SUBCLASSES OF CLASS C05; MIXTURES OF ONE OR MORE FERTILISERS WITH MATERIALS NOT HAVING A SPECIFIC FERTILISING ACTIVITY, e.g. PESTICIDES, SOIL-CONDITIONERS, WETTING AGENTS; FERTILISERS CHARACTERISED BY THEIR FORM
    • C05G3/00Mixtures of one or more fertilisers with additives not having a specially fertilising activity
    • CCHEMISTRY; METALLURGY
    • C05FERTILISERS; MANUFACTURE THEREOF
    • C05GMIXTURES OF FERTILISERS COVERED INDIVIDUALLY BY DIFFERENT SUBCLASSES OF CLASS C05; MIXTURES OF ONE OR MORE FERTILISERS WITH MATERIALS NOT HAVING A SPECIFIC FERTILISING ACTIVITY, e.g. PESTICIDES, SOIL-CONDITIONERS, WETTING AGENTS; FERTILISERS CHARACTERISED BY THEIR FORM
    • C05G3/00Mixtures of one or more fertilisers with additives not having a specially fertilising activity
    • C05G3/40Mixtures of one or more fertilisers with additives not having a specially fertilising activity for affecting fertiliser dosage or release rate; for affecting solubility
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/281Treatment of water, waste water, or sewage by sorption using inorganic sorbents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/34Treatment of water, waste water, or sewage with mechanical oscillations
    • C02F1/36Treatment of water, waste water, or sewage with mechanical oscillations ultrasonic vibrations
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/722Oxidation by peroxides
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic oxidation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • C02F2101/306Pesticides
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes

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  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Pest Control & Pesticides (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Water Treatment By Sorption (AREA)
  • Fertilizers (AREA)

Abstract

The invention discloses a treatment process of sewage containing organic phosphorus; the organophosphorus sewage treatment process comprises the following specific steps: s3: and (4) electrifying the pH value-adjusted good sample by adopting direct current, and S4: after the electrolysis treatment is finished, directly introducing the sewage into an anaerobic tank for hydrolysis, and sequentially adding activated sludge and a modified phosphorus adsorption carrier into the sewage; according to the invention, most of organic phosphorus in sewage is removed through ultrasonic and electrolytic treatment, then the activated sludge and the modified nitrogen-phosphorus adsorption carrier are added into the anaerobic tank, a small part of organic phosphorus or inorganic phosphorus metabolites in the sewage are adsorbed by the activated sludge and the modified nitrogen-phosphorus adsorption carrier, potassium element and nitrogen element are also added into the modified nitrogen-phosphorus adsorption carrier in the modification process and are mixed with the adsorbed inorganic phosphorus metabolites, so that an organic fertilizer rich in nitrogen, phosphorus and potassium can be directly formed for plant absorption, and the formed dewatered sludge slowly releases phosphorus in soil and is used as compost, so that secondary pollution is avoided, and the method is more environment-friendly.

Description

Treatment process of sewage containing organic phosphorus
Technical Field
The invention relates to a treatment process, in particular to a treatment process of sewage containing organic phosphorus, belonging to the technical field of sewage treatment.
Background
The discharge of the pesticide organic wastewater not only directly causes the overproof of total phosphorus and ammonia nitrogen, but also leads the water body to be eutrophicated and the algae plants to be propagated in large quantity. In addition, the discharge of waste water containing high-toxicity pesticide and compounds such as phenol, cyanogen, organic chloride and the like causes great harm to various animals and plants in the water body, causes pollution to underground water and surface water and seriously affects the survival of human beings.
At present, most of phosphorus removal processes applied at home and abroad are mainly physical, chemical and biological technologies, the most common phosphorus removal processes applied to sewage are a metal salt precipitation phosphorus removal method, a physical adsorption phosphorus removal method, a membrane treatment phosphorus removal method and a natural treatment method, and the traditional phosphorus removal process usually dilutes the phosphorus content in the sewage through a large amount of chemical agents, is easy to generate a secondary pollution phenomenon during discharge, can not continuously remove phosphorus in the phosphorus removal process and has low efficiency.
Disclosure of Invention
The invention aims to provide a treatment process of sewage containing organic phosphorus, which aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: the treatment process of the sewage containing the organic phosphorus comprises the following specific steps:
s1: filtering the organophosphorus sewage, adding an oxidant and a catalyst, carrying out primary regulation, mixing and stirring the sewage for 1-1.5h, regulating the pH value to 4.1-4.9, and carrying out ultrasonic treatment on the organophosphorus;
s2: after first-stage oxidation adjustment and ultrasonic treatment, carrying out second-stage adjustment, adding an oxidant again, adjusting the pH value of the oxidant to 5.5-7.7, and adding a flocculating agent for precipitation;
s3: the pH value is well adjusted by adopting direct current for electrifying treatment, an anode material adopts an aluminum electrode, and a cathode material adopts a graphene electrode;
s4: after the electrolysis treatment is finished, directly introducing the sewage into an anaerobic tank for hydrolysis, and sequentially adding activated sludge and a modified phosphorus adsorption carrier into the sewage;
s5: the activated sludge metabolically decomposes organic phosphorus, and the modified nitrogen and phosphorus adsorption carrier adsorbs phosphorus or a metabolite of the phosphorus in the sewage, so that the total phosphorus level of a biochemical pool is reduced, and the sludge increment is controlled;
s6: the sedimentation speeds of the modified phosphorus adsorption carrier and the activated sludge are different, and the modified phosphorus adsorption carrier and the activated sludge are layered in the sedimentation tank, the lower layer is an activated sludge layer, and the upper layer is a modified nitrogen phosphorus adsorption carrier and activated sludge mixing layer;
s7: and (3) refluxing the lower-layer activated sludge in the sedimentation tank, discharging the rest activated sludge into a planting field along with the modified nitrogen and phosphorus adsorption carrier to be used as an organic fertilizer, discharging the treated sewage from the sedimentation tank, and controlling the pH value of the treated sewage to be 6.8-8.0.
As a preferable technical scheme of the invention, in the step S1, in the process of carrying out ultrasonic treatment on the phosphorus-containing sewage, the power of ultrasonic waves is adjusted to be 1.0-1.6W/m2, the ultrasonic frequency is controlled to be 150-200kHz, and the ultrasonic reaction time is 2-2.6 h.
As a preferable technical scheme of the invention, in the step S3, in the process of electrifying the phosphorus-containing sewage, the electrifying current is adjusted to be 0.2-0.4A, the electrolysis distance is 2-2.5 cm, and the electrolysis time is controlled to be 50-60 min.
In a preferred embodiment of the present invention, in S1, in the initial stage of the adjustment process, one or more oxidizing agents are used, the content of the oxidizing agent is 0.3-1.6% by volume of the wastewater containing organic phosphorus, the content of the catalyst is titanium dioxide, and the content of the catalyst is 0.05-0.1% by volume of the wastewater containing organic phosphorus.
As a preferred embodiment of the present invention, in step S4, the method for preparing the modified phosphorus adsorption carrier is as follows:
the first step is as follows: modifying zeolite to form lanthanum modified zeolite, and then crushing, grinding and modifying the zeolite to obtain modified zeolite powder;
the second step is as follows: adding bentonite into ultrapure water, shaking and standing, transferring the residual solid sample into a KCl solution, continuously stirring for 0.5-1.2h, then adding a nitrate nitrogen solution or an ammonium nitrogen solution again, stirring for 1-2h again, performing centrifugal separation to obtain a condensate, drying and grinding to obtain the modified bentonite.
The third step: and fully mixing the modified bentonite and the modified zeolite powder, adding the ground and dried seaweed powder after mixing, and mixing in a sodium chloride solution to form the modified nitrogen and phosphorus adsorption carrier.
As a preferred technical solution of the present invention, the preparation method of the lanthanum-modified zeolite comprises the following steps:
weighing the natural zeolite powder which is fully cleaned and dried for standby application, placing the natural zeolite powder in a 250mL conical flask, adding a lanthanum solution with a certain concentration, oscillating and reacting for 24h at a constant temperature of 25 ℃ and 150rpm in a shaking table, carrying out suction filtration and washing on the mixed solution in a Buchner funnel by using deionized water, drying for 1-2h at a temperature of 100 ℃ and 115 ℃, and placing the mixed solution in a dryer for drying to obtain the lanthanum modified zeolite.
Compared with the prior art, the invention has the beneficial effects that:
the invention relates to a process for treating sewage containing organic phosphorus, which comprises filtering the sewage containing phosphorus, adjusting the sewage by two sections, oxidizing the sewage, removing most of the organic phosphorus in the sewage by ultrasonic and electrolytic treatment, adding activated sludge and modified nitrogen-phosphorus adsorption carrier in an anaerobic tank, adsorbing a small part of metabolites of the organic phosphorus or inorganic phosphorus in the sewage by the activated sludge and the modified nitrogen-phosphorus adsorption carrier, wherein the modified nitrogen-phosphorus adsorption carrier is formed by mixing lanthanum modified zeolite and modified bentonite, potassium element and nitrogen element are added into the modified nitrogen-phosphorus adsorption carrier during the modification process and are mixed with the adsorbed metabolites of the inorganic phosphorus, thereby directly forming organic fertilizer rich in nitrogen, phosphorus and potassium for plant absorption, not excessively discharging into the organic phosphorus, and further phosphorus pollution again, the phosphorus removal process can continuously remove phosphorus from the sewage, and the formed dewatered sludge slowly releases phosphorus in soil, when the fertilizer is used as compost, secondary pollution can not be generated, and the fertilizer is more environment-friendly.
Drawings
FIG. 1 is a schematic view of the flow structure of the present invention;
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, the present invention provides a technical scheme of a treatment process for wastewater containing organic phosphorus: the treatment process of the sewage containing the organic phosphorus is characterized by comprising the following specific steps of:
s1: filtering the organophosphorus sewage, adding an oxidant and a catalyst, carrying out primary regulation, mixing and stirring the sewage for 1-1.5h, regulating the pH value to 4.1-4.9, and carrying out ultrasonic treatment on the organophosphorus;
s2: after first-stage oxidation adjustment and ultrasonic treatment, carrying out second-stage adjustment, adding an oxidant again, adjusting the pH value of the oxidant to 5.5-7.7, and adding a flocculating agent for precipitation;
s3: the pH value is well adjusted by adopting direct current for electrifying treatment, an anode material adopts an aluminum electrode, and a cathode material adopts a graphene electrode;
s4: after the electrolysis treatment is finished, directly introducing the sewage into an anaerobic tank for hydrolysis, and sequentially adding activated sludge and a modified phosphorus adsorption carrier into the sewage;
s5: the activated sludge metabolically decomposes organic phosphorus, and the modified nitrogen and phosphorus adsorption carrier adsorbs phosphorus or a metabolite of the phosphorus in the sewage, so that the total phosphorus level of a biochemical pool is reduced, and the sludge increment is controlled;
s6: the sedimentation speeds of the modified phosphorus adsorption carrier and the activated sludge are different, and the modified phosphorus adsorption carrier and the activated sludge are layered in the sedimentation tank, the lower layer is an activated sludge layer, and the upper layer is a modified nitrogen phosphorus adsorption carrier and activated sludge mixing layer;
s7: and (3) refluxing the lower-layer activated sludge in the sedimentation tank, discharging the rest activated sludge into a planting field along with the modified nitrogen and phosphorus adsorption carrier to be used as an organic fertilizer, discharging the treated sewage from the sedimentation tank, and controlling the pH value of the treated sewage to be 6.8-8.0.
In the step S1, in the process of carrying out ultrasonic treatment on the phosphorus-containing sewage, the power of ultrasonic waves is adjusted to be 1.0-1.6W/m2, the ultrasonic frequency is controlled to be 150-200kHz, and the ultrasonic reaction time is controlled to be 2-2.6 h.
In the step S3, in the process of electrifying the phosphorus-containing sewage, the electrifying current is adjusted to be 0.2-0.4A, the electrolysis distance is 2-2.5 cm, and the electrolysis time is controlled to be 50-60 min.
In step S1, in the initial stage of the adjustment process, the oxidant used is one or more of hydrogen peroxide and sodium persulfate, the content of the oxidant is 0.3-1.6% of the volume of the wastewater containing organic phosphorus, the catalyst is titanium dioxide, and the content of the catalyst is 0.05-0.1% of the volume of the wastewater containing organic phosphorus.
In step S4, the modified phosphorus adsorption carrier is prepared by the following method:
the first step is as follows: modifying zeolite to form lanthanum modified zeolite, and then crushing, grinding and modifying the zeolite to obtain modified zeolite powder;
the second step is as follows: adding bentonite into ultrapure water, shaking and standing, transferring the residual solid sample into a KCl solution, continuously stirring for 0.5-1.2h, then adding a nitrate nitrogen solution or an ammonium nitrogen solution again, stirring for 1-2h again, performing centrifugal separation to obtain a condensate, drying and grinding to obtain the modified bentonite.
The third step: and fully mixing the modified bentonite and the modified zeolite powder, adding the ground and dried seaweed powder after mixing, and mixing in a sodium chloride solution to form the modified nitrogen and phosphorus adsorption carrier.
The preparation method of the lanthanum modified zeolite comprises the following steps:
weighing the natural zeolite powder which is fully cleaned and dried for standby application, placing the natural zeolite powder in a 250mL conical flask, adding a lanthanum solution with a certain concentration, oscillating and reacting for 24h at a constant temperature of 25 ℃ and 150rpm in a shaking table, carrying out suction filtration and washing on the mixed solution in a Buchner funnel by using deionized water, drying for 1-2h at a temperature of 100 ℃ and 115 ℃, and placing the mixed solution in a dryer for drying to obtain the lanthanum modified zeolite.
The invention has positive beneficial effects that after the phosphorus-containing sewage is filtered, the sewage is subjected to two-stage regulation and oxidation treatment, and is subjected to ultrasonic and electrolysis treatment to remove most of organic phosphorus in the sewage, then the activated sludge and the modified nitrogen-phosphorus adsorption carrier are added into the anaerobic tank, the activated sludge and the modified nitrogen-phosphorus adsorption carrier adsorb a small part of organic phosphorus or inorganic phosphorus metabolites in the sewage, the modified nitrogen-phosphorus adsorption carrier is formed by mixing lanthanum modified zeolite and modified bentonite, potassium element and nitrogen element are also added into the modified nitrogen-phosphorus adsorption carrier in the modification process and are mixed with the adsorbed inorganic phosphorus metabolites, so that organic fertilizer rich in nitrogen, phosphorus and potassium can be directly formed for plant absorption, excessive discharge into the organic phosphorus can not occur, and phosphorus pollution is realized again, the phosphorus removal process can continuously remove phosphorus from the sewage, and the formed dehydrated sludge slowly releases phosphorus in soil, when the fertilizer is used as compost, secondary pollution can not be generated, and the fertilizer is more environment-friendly.
In the description of the present invention, it is to be understood that the indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings and are only for convenience in describing the present invention and simplifying the description, but are not intended to indicate or imply that the indicated devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be construed as limiting the present invention.
In the present invention, unless otherwise explicitly specified or limited, for example, it may be fixedly attached, detachably attached, or integrated; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically limited, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The treatment process of the sewage containing the organic phosphorus is characterized by comprising the following specific steps of:
s1: filtering the organophosphorus sewage, adding an oxidant and a catalyst, carrying out primary regulation, mixing and stirring the sewage for 1-1.5h, regulating the pH value to 4.1-4.9, and carrying out ultrasonic treatment on the organophosphorus;
s2: after first-stage oxidation adjustment and ultrasonic treatment, carrying out second-stage adjustment, adding an oxidant again, adjusting the pH value of the oxidant to 5.5-7.7, and adding a flocculating agent for precipitation;
s3: the pH value is well adjusted by adopting direct current for electrifying treatment, an anode material adopts an aluminum electrode, and a cathode material adopts a graphene electrode;
s4: after the electrolysis treatment is finished, directly introducing the sewage into an anaerobic tank for hydrolysis, and sequentially adding activated sludge and a modified phosphorus adsorption carrier into the sewage;
s5: the activated sludge metabolically decomposes organic phosphorus, and the modified nitrogen and phosphorus adsorption carrier adsorbs phosphorus or a metabolite of the phosphorus in the sewage, so that the total phosphorus level of a biochemical pool is reduced, and the sludge increment is controlled;
s6: the sedimentation speeds of the modified phosphorus adsorption carrier and the activated sludge are different, and the modified phosphorus adsorption carrier and the activated sludge are layered in the sedimentation tank, the lower layer is an activated sludge layer, and the upper layer is a modified nitrogen phosphorus adsorption carrier and activated sludge mixing layer;
s7: and (3) refluxing the lower-layer activated sludge in the sedimentation tank, discharging the rest activated sludge into a planting field along with the modified nitrogen and phosphorus adsorption carrier to be used as an organic fertilizer, discharging the treated sewage from the sedimentation tank, and controlling the pH value of the treated sewage to be 6.8-8.0.
2. The process of claim 1, wherein the treatment process comprises the following steps: in the step S1, in the process of performing ultrasonic treatment on the phosphorus-containing sewage, the power of ultrasonic waves is adjusted to be 1.0-1.6W/m2, the ultrasonic frequency is controlled to be 150-200kHz, and the ultrasonic reaction time is controlled to be 2-2.6 h.
3. The process of claim 1, wherein the treatment process comprises the following steps: in the step S3, in the process of electrifying the phosphorus-containing sewage, the electrifying current is adjusted to be 0.2-0.4A, the electrolysis distance is 2-2.5 cm, and the electrolysis time is controlled to be 50-60 min.
4. The process of claim 1, wherein the treatment process comprises the following steps: in step S1, in the initial stage of the adjustment process, the oxidant used is one or more of hydrogen peroxide and sodium persulfate, the content of the oxidant is 0.3-1.6% of the volume of the wastewater containing organic phosphorus, the catalyst is titanium dioxide, and the content of the catalyst is 0.05-0.1% of the volume of the wastewater containing organic phosphorus.
5. The process of claim 1, wherein the treatment process comprises the following steps: in step S4, the modified phosphorus adsorption carrier is prepared by the following method:
the first step is as follows: modifying zeolite to form lanthanum modified zeolite, and then crushing, grinding and modifying the zeolite to obtain modified zeolite powder;
the second step is as follows: adding bentonite into ultrapure water, shaking and standing, transferring the residual solid sample into a KCl solution, continuously stirring for 0.5-1.2h, then adding a nitrate nitrogen solution or an ammonium nitrogen solution again, stirring for 1-2h again, performing centrifugal separation to obtain a condensate, drying and grinding to obtain the modified bentonite.
The third step: and fully mixing the modified bentonite and the modified zeolite powder, adding the ground and dried seaweed powder after mixing, and mixing in a sodium chloride solution to form the modified nitrogen and phosphorus adsorption carrier.
6. The process of claim 5, wherein the wastewater containing organic phosphorus is treated by the following steps: the preparation method of the lanthanum modified zeolite comprises the following steps:
weighing the natural zeolite powder which is fully cleaned and dried for standby application, placing the natural zeolite powder in a 250mL conical flask, adding a lanthanum solution with a certain concentration, oscillating and reacting for 24h at a constant temperature of 25 ℃ and 150rpm in a shaking table, carrying out suction filtration and washing on the mixed solution in a Buchner funnel by using deionized water, drying for 1-2h at a temperature of 100 ℃ and 115 ℃, and placing the mixed solution in a dryer for drying to obtain the lanthanum modified zeolite.
CN202111556328.8A 2021-12-18 2021-12-18 Treatment process of sewage containing organic phosphorus Pending CN114230097A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117305854A (en) * 2023-11-30 2023-12-29 常熟理工学院 Method for recycling elemental phosphorus from organophosphorus pesticide-containing soil by utilizing waste incineration fly ash

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117305854A (en) * 2023-11-30 2023-12-29 常熟理工学院 Method for recycling elemental phosphorus from organophosphorus pesticide-containing soil by utilizing waste incineration fly ash
CN117305854B (en) * 2023-11-30 2024-02-23 常熟理工学院 Method for recycling elemental phosphorus from organophosphorus pesticide-containing soil by utilizing waste incineration fly ash

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