The Dilemmas and Challenges of Tail Water Treatment Technology for Land-Based Marine Aquaculture in China: A Review
Abstract
1. Introduction
2. Marine Aquaculture Tail Water
2.1. Aquaculture Tail Water Pollution
2.2. The Environmental Impact of Marine Aquaculture Tail Water
3. The Dilemma of the Existing Tail Water Treatment Technology
3.1. Physical Technology
3.2. Chemical Technology
3.3. Biotechnology
4. The Main Challenges Faced in Tail Water Treatment
5. Countermeasures and Suggestions
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Treatment Method | Material/Strain | Treatment Efficiency | Advantages | Disadvantages | References |
|---|---|---|---|---|---|
| Siphon aeration | Electroactive bacteria-algae biofilm coupled with siphon aeration | COD: 83.49%, TP: 93.56%, NH3-N: 91.26%, NO3−-N: 96.54%, NO2−-N: 86.11%, TN: 92.03% | Aeration can enhance the activity of microorganisms. Siphonic aeration reduces energy loss and provides an alternating aerobic and anaerobic environment, ensuring oxidation-reducing reactions and improving the degradation efficiency of organic matter. | The operation requirements are high, aeration equipment may become clogged and the cost is relatively high. | [54] |
| Solid- liquid separation | A three-dimensional two-phase model of these hydraulic cyclone separators | Under the optimal conditions, the efficiency of solid–liquid separation can reach 83.16% to 100% | It provides a reference for the design and optimization of series hydrocyclones in pond aquaculture wastewater treatment. The established model can be used to predict the hydrodynamic behavior and separation performance of series hydrocyclones. | Adjusting the optimal conditions of the series hydrocyclone separator may result in excessive energy consumption. | [55] |
| Filtration | Continuous flow electro- coagulation (EC)–filtration system | COD: 48.99%, TN: 55.26%, NH3-N: 57.06%, NO3−-N: 34.09%, NO2−-N: 18.47%, Energy consumption: 26.25 ± 4.95 × 10−3 kWh/m3 | Continuous flow electrocoagulation can significantly improve the processing efficiency of filtration equipment. Increasing the hydraulic retention time and reducing the pore size of the filter have a more obvious reinforcing effect on the filter. | The impact of the scale and energy consumption of subsequent water treatment units still requires further research. | [56] |
| Filtration | Integrated process of screen mesh, sand filtration and adsorption | COD: 46.00% BOD5: 35.25% TIN: 62.94% Active phosphate: 84.34% SS: 84.73% | The inclined plane hydraulic screen can remove over 90% of the total suspended solids without affecting the drainage rate. The continuous flow sand filter does not require the pool to be shut down for backwashing. | There may be problems such as filter clogging and adsorption saturation. | [57] |
| Sedimentation | Sedimentation, aeration and a biological multi-stage treatment process | The removal rate of pollutants in the sedimentation tank: TSS: 71.9%; TN:55.6%; TP: 35.3%. | The technology is simple, easy to promote and the cost of infrastructure construction is low. | The volume of aquaculture wastewater is prone to exceeding the maximum load of the process. | [19] |
| Membrane technology | Continuous ultrafiltration and ultraviolet technology | SS > 73% BOD5: 35.25% COD: 40.00% Colibacillus:100% | The technology is simple, the operating cost is low, and the water change cycle is extended, which is conducive to water conservation. | Membrane fouling problem. | [58] |
| Ultraviolet treatment | Ultraviolet and microfiltration | Microparticle numbers: 74%; micro particle surface area: 54%; COD: 34%; microbial activity:89%. | Cartridge filtration appeared to reduce the build-up of micro particles by directly removing bacteria and bacterial substrate. Ultraviolet rays reduce the number of particles by reducing the dissolved matrix. | Filtration with a 1 μm filter element is difficult to apply; high energy consumption. | [59] |
| Ultraviolet treatment | Tetracycline (TC) is treated by ultraviolet/peroxymonosulfate (UV/PS) process | When the dosage of UV/PS was 5 mg/L, the removal rate of TC reached 95.73% after 30 min. | The main contributor to TC degradation by UV/PS in mariculture wastewater was reactive bromine species, followed by free chlorine. UV/PS process proved to have great potential for the harmless treatment of mariculture wastewater. | Cl− in mariculture wastewater slightly inhibited TC degradation by scavenging free radicals. | [60] |
| Treatment Method | Material/Strain | Treatment Efficiency | Advantages | Disadvantages | References |
|---|---|---|---|---|---|
| Adsorption precipitation | Struvite (magnesium ammonium phosphate hexahydrate, MgNH4PO4·6H2O) precipitation | Struvite precipitation effectively reduces the ammonium concentration in marine aquaculture wastewater from 10 mg/L to less than 1 mg/L. | The use of waste phosphate can reduce costs. The precipitated products can be used as flame retardants and anti-corrosion coatings for steel structures. | Large-scale implementation poses challenges, such as the design and maintenance of pumping and filtration systems. | [82] |
| Chemical precipitation | Sulfuric acid, nitric acid and citric acid. Sodium hydroxide is used to regulate the pH of water. | Sulfuric acid, nitric acid and citric acid can achieve a recovery rate of 71–86% of phosphorus content in sludge. Phosphorus re-dissolution with citric acid requires the highest amount of acid per g dry matter. | The processing steps are simple, the properties of the additives are simple, and they are widely available on the global market. Compared with inorganic acids, citric acid is cost-effective. | An economic assessment is required to determine the type, quantity and pH of the acid in order to estimate the actual feasibility. | [83] |
| Flocculation and coagulation | FeCl3 and AlSO4 Fe: PO43−-P = 2.6:1; Al: PO43−-P = 5.7:1 | The removal rates of TCOD, TSS and TP were all above 89%. When the ratio of Fe: PO43−-P was 2.6:1, the removal rate of PO43−-P was 90%. | Higher water ion strength has an interaction effect on the removal of P. Salinity also improves the interaction between Fe3+ and P. | Pre-sedimentation treatment is required before adding any coagulant. | [84] |
| Electrochemical oxidation | Flow-through electrochemical oxidation process | The removal rates of NH3-N and NO2−-N can reach 90%. Antibiotics such as sulfamethazine and norfloxacin can be completely removed, with an energy consumption of only 0.054 kWh/g. | It has a good application prospect in the removal and sterilization of ammonia nitrogen and nitrite nitrogen. | The removal efficiency of total phosphorus and COD is relatively low, and disinfection by-products are produced. | [16] |
| Electrochemical oxidation | A bipolar system with Ti/BTNAs as the anode and cathode | The removal rate of NH3-N reached 97.6%, the residual total inorganic nitrogen was only 0.63 mg/L, and the minimum energy consumption was 0.043 kWh/g. | It is a long-lasting and low-consumption comprehensive strategy for removing organic pollutants and inorganic nitrogen from marine aquaculture wastewater. | The removal of active phosphate pollutants was not taken into account, and the types of antibiotic removal were relatively few. | [85] |
| Electrochemical oxidation | The electro-Fenton synergistic electrocatalytic system with dual cathodes | The removal rate of COD was 100%, and the removal rates of NH3-N, NO3-N and TN were 100%, 100% and 99.83% respectively. | Under the optimal operating conditions, the treatment cost is low and the effluent meets the first-level discharge standard. | The service life and the removal of active phosphate pollutants remain to be further studied. | [61] |
| Electrochemistry | Electrochemical-assisted submerged fixed-bed bioreactor (E-SFBBR) | The TN removal rate of E-SFBBR under electrical stimulation was 2.95–3.43 g N m−2 d−1. When the current density was 0.10 mA m−2, the removal effect on TN was better. | The N removal pathways related to the transformation of S and Fe in E-SFBBR were proposed. | The interaction between the S cycle, autotrophic denitrification and N transformation remains to be studied. | [86] |
| Advanced oxidation | Ozone (O3) treatment and ozone/ultraviolet (O3/UV) treatment | After treatment, the concentration of dissolved organic carbon in the aquaculture water was reduced by 40%, and NH3-N and NO2−-N were completely removed. | The O3 and O3/UV treatments have significantly improved the water quality of recirculating aquaculture and can also promote the growth of farmed fish. | Highly saturated intermediate products induce antibiotic resistance genes, presenting potential biological risks. | [87] |
| Advanced oxidation | Chloride ions (Cl−) promote the peroxymonosulfate (PMS) process (Cl−/PMS) | Under the condition of pH 8.0, the degradation rates of NH3-N and TN by the Cl−/PMS process reached 100% and 97%, respectively, within 15 min. | The Cl−/PMS process has a good anti-interference ability for the substrate of marine aquaculture wastewater. The intermediate product is green and non-toxic. | The simulation experiment awaits entering the application stage. | [88] |
| Advanced oxidation | Graphitic carbon nitride composite polymetallic doping was used to produce the photocatalyst (Pt/RuO2/g-C3 N4) | 1.0 g/L Pt/RuO2/g-C3N4 photocatalyst can degrade 81% NH3-N. The higher Cl− concentration in real wastewater promotes the removal of NH3-N and sterilization. | In real water bodies, Pt/RuO2/g-C3N4 has a good removal effect on NH3-N and bacteria, and has good economy and feasibility. | The sterilization effect on bacteria other than Escherichia coli remains to be further studied. | [89] |
| Treatment Method | Material/Strain | Treatment Efficiency | Advantages | Disadvantages | References |
|---|---|---|---|---|---|
| Membrane Bioreactor | Sequencing batch biofilm reactors started with sludge inoculated at different C/N ratios | When the C/N ratio was 30, the average removal rates of NH3-N and TN were 95% and 73%. The high C/N ratio promoted the secretion of tightly bound extracellular polymers. | Membrane bioreactors inoculated with a high C/N ratio significantly enhance the positive interactions among dominant groups and promote the relative abundance of dominant bacteria. | The technical requirements are high, and the C/N ratio of biofilm sludge must be strictly controlled. | [113] |
| Biofilm technology | An A2O system enhanced by biofilm with specific bacterial strains added | The removal efficiencies of CODMn, NH3-N, TN and TP in the A2O system were approximately 86.3–90.8%, 97.7–99.5%, 94.6–95.2% and 97.0–98.1%. | The biofilm-enhanced A2O system can independently provide organic carbon sources, has strong salt tolerance, occupies a small area and has high treatment efficiency. | The technical requirements are high, and the service life of the biofilm needs further research. | [114] |
| Membrane Bioreactor | A rotating algal biofilm (RAB) system attached to seawater Chlorella sp. | The removal rates of TOC, NH3-N and PO43− reached 80%, 96% and 99%, respectively. Prolonging the retention time of algal biofilms can enhance the removal efficiency. | Algal biofilms can secrete a large amount of extracellular polymers. These substances promote the efficient removal of pollutants and help protect the biofilms from toxic substances. | The operating energy consumption is relatively high and the hydraulic retention time is long. | [115] |
| Microalgae technology | The microalgae co-culture system of Chlorella sp. and Phaeodactylum tricornutum | Under the optimal operating conditions, the removal rates of NH3-N, TN and TP were 100%, 93.26% and 96.12%, respectively. | The microalgae co-culture system can increase the total biological yield and achieve efficient removal of pollutants through interspecific interactions. | In actual operation, the environmental complexity is high and the operation difficulty is relatively large. | [116] |
| Microalgae technology | Microalgae membrane photobioreactor (MPBR) and autotrophic denitrification—nitrification integrated constructed Wetland (ADNI-CW) | The removal rates of TN and TP by the ADNI-CW-MPBR system were 92.63% ± 2.8% and 77.46% ± 8.41%, respectively. The biomass of microalgae was 54.58 ± 6.8 mg/L/d. | It has solved the problem of low efficiency in treating marine aquaculture wastewater by constructed wetlands, and has high-value biomass production. The synergistic effect between bacteria and chlorella ensures the efficient denitrification and phosphorus removal of the MPBR system. | The optimal reaction conditions need to be strictly controlled. The interaction between microalgae and bacteria requires further study. | [117] |
| Microalgae technology | Utilize Fe2+ to promote the granulation of pure algal strains into microalgae-bacterial granular sludge (MBGS) | Fe2+ can induce the formation of Fe precipitates and promote the adhesion of microbial cells. The removal rates of DOC, PO43−-P and NH3-N reached 98%, 98% and 87%, respectively. | The accumulation of exogenous heterotrophic bacteria and the enhanced expression of functional genes related to N and P metabolism significantly promoted the improvement of the nutrient salt removal rate. | Both insufficient and excessive Fe2+ concentrations can lead to a decrease in the ability to remove nutrients. | [118] |
| Constructed wetland | Partially saturated vertical flow constructed wetlands (PS-VFCW) at different saturation zone depths (SZD) | When the SZD was 60 cm, the removal rate of TN was as high as 97.3%, and the removal rate of the antibiotic sulfamethoxazole (SMX) reached its highest at 70 cm. The change in SZD has a significant impact on the structure of the bacterial community. | This technology can enhance the denitrification technology. The abundances of ammonia-oxidizing bacteria, nitrite-oxidizing bacteria, nitrifying bacteria and SMX-degrading bacteria show an increasing trend along the depth. | The technical requirements are high, and it is necessary to add exogenous carbon sources to improve its removal rate. | [119] |
| Constructed wetland | Autotrophic denitrifying—nitrification integrated constructed wetland (ADNI-CW) for mangrove plant cultivation | Under different hydraulic retention times, the nitrification rate of the autotrophic nitrifying constructed wetland unit (AN-CW) exceeded 92%, and the COD removal rate exceeded 96%. | ADNI-CW has the potential to couple sulfate reduction and sulfide-driven autotrophic denitrification in one device. The growth of various microorganisms in the constructed wetland system can enhance the removal of N. | The increase in the concentration of NO3−-N in the influent will lead to a decrease in the amount of sulfides and also affect the efficiency of autotrophic denitrification. | [120] |
| Constructed wetland | Constructed wetland of Sesuvium portulacastrum enhanced by iron–carbon microelectrolysis method | The presence of iron–carbon and seahorse teeth can increase the denitrification efficiency by 20–30% and 15–30% respectively. And they can all significantly change and improve the microbial community structure. | In this system, plant absorption, nitrification, denitrification and anaerobic ammonium oxidation all participate in the denitrification process of wastewater, and it has a good denitrification effect on wastewater with insufficient carbon sources. | The accumulation of intermediate products in the early stage may increase the toxicity of the effluent. | [121] |
| Nitrification and denitrification | Pyrite-driven autotrophic denitrification (PAD) and pyrite/poly-3-hydroxybutyrate-co-hydroxyvalerate-driven mixotrophic denitrification (PPMD) | The PPMD reactor has a better removal effect on NO3−N, but a poorer removal effect on PO43--P. When the influent NO3−N concentration is 25 mg/L, the removal rates of the PAD and PPMD reactors are 69.8% ± 5.6% and 82.3% ± 3.7%, respectively. | PAD also plays a key role in the PPMD reactor. Compared with the single PAD bioreactor, the synergistic effect between heterotrophic and autotrophic denitrification in the mixed nutrient denitrification bioreactor can promote nitrate removal. | The concentration and temperature of the influent NO3−-N will significantly affect the removal performance of NO3−-N and PO43− P in the PAD and PPMD reactors. | [122] |
| Nitrification and denitrification | Heterotrophic nitrification and aerobic denitrification (HNAD) processes based on solid carbon sources (SCSs) | The performance of SCS’s corn cobs is superior to that of peanut shells. The maximum removal efficiencies of NO3−-N and TIN were 99.71% and 96.72%, respectively, and the content of NO2−-N was always lower than 0.3 mg/l. | Corn cobs have a good denitrification effect. Compared with other carbon sources, they are low in price and do not cause secondary pollution. The pores formed by carbon release are conducive to the adhesion and growth of microorganisms. | The service life of corn cobs as a solid carbon source awaits further research to determine the service life of this system. | [123,124] |
| Nitrification and denitrification | A coupled system of simultaneous nitrification and denitrification (SND)—sulfur autotrophic denitrification (SAD) with an added carbon source | Under the condition of a C/N ratio of 1.2, the removal rates of NO3--N, TN and NH3-N reached 93.48%, 95.06% and 95.06%, respectively, and remained stable at 99.00% during steady-state operation. | The addition of carbon sources enhances the denitrification effect by simultaneously strengthening the SND and SAD processes, making it a cost-effective and sustainable denitrification technology for low C/N wastewater. | Sulfur element needs to be added externally as an electron donor, and its practical value in large-scale water bodies is relatively low. | [125] |
| Aquaponics | The removal of inorganic components in wastewater and their accumulation in Sarcocornia neei by sand substrate systems and deep-water systems | Sarcocornia neei is a halophyte with strong salt tolerance and great growth potential under seawater irrigation conditions. It has the highest removal rates of ammonia nitrogen (0.68 ± 0.41 g/m2/day−1) and total phosphorus (0.44 ± 0.34 g/m2/day−1) in sand substrate treatment. | Sarcocornia neei achieves a 100% plant survival rate, and the contents of organic nitrogen and organophosphorus in the plant biomass increase significantly. Therefore, it is a very good biological filter for marine aquaculture wastewater. | Further research is needed on the effects of adding essential micronutrients and different planting densities on its growth rate and nutrient removal efficiency. | [111] |
| Type of Technology | Economic Cost | Advantage | Dilemmas |
|---|---|---|---|
| Physical technology | A set of integrated equipment that integrates precipitation, filtration and other physical processes, its tail water treatment cost is about 0.4–0.5 yuan/ton. | Simple and direct, no chemical reagents or biological treatment media are required. The processing effect is stable and controllable. It is applicable to the pretreatment of large-scale aquaculture tail water treatment. | The processing cost is relatively high and requires energy consumption (such as pumping, filtration, etc.). It is unable to remove dissolved organic matter and certain pollutants in water. The equipment maintenance requirements are high, and it may cause secondary pollution to the environment. |
| Chemical technology | The cost for treating wastewater with a TAN concentration of 10 mgN/L is approximately 6.67 cents/m3 [131]. | It can remove most of the toxic and harmful substances in water, especially dissolved substances (such as heavy metals, organic pollutants, etc.). The treatment process is highly efficient and can respond quickly to changes in pollutant concentrations. | Chemical reagents need to be used, which may cause secondary pollution. The treated waste (such as chemical precipitation) requires further processing. The high cost of chemicals and their corrosiveness to equipment [132]. |
| Biotechnology | The cost is about 240–300 yuan/m3 of water, saving about 50% of the traditional factory’s circulating water system. The energy consumption is approximately 0.002–0.006 kW·h/m3. | Biodegradation can remove organic matter from water, with good treatment effects and environmental friendliness. It has strong selectivity and can handle complex pollutants. It is environmentally friendly and causes little secondary pollution. | The processing speed is slow and it may take a relatively long time. It has high requirements for environmental conditions (such as temperature, pH, etc.), is difficult to control, and is easily affected by changes in aquaculture water quality. It is necessary to cultivate a relatively stable biological population. |
| Comprehensive technology | The cost of a traditional factory recirculating aquaculture system is about 400–600 yuan/m3 of water. | The combination of multiple technologies can better comprehensively utilize their respective advantages and improve processing efficiency. It can be flexibly adjusted and used according to the specific water quality conditions, reducing the limitations of a single technology. It is expected to achieve relatively stable long-term effects. | The system is complex, and the construction and operation costs are relatively high. It is necessary to coordinate the workflow of different technologies, which may increase the management difficulty. System maintenance is rather complicated and requires regular inspection and adjustment. |
| Dimension of Comparison | International (Mainly European and American) | China |
|---|---|---|
| Size of market | Europe accounted for 52.1% of the world, followed by North America. | China accounts for 7.5%, with a fast growth rate. |
| Technology Maturity | Highly automated, integrating biofiltration and energy recovery technologies. | The closed system is the main type (85%), and indoor applications account for 70% |
| The main breeding species | High-value fish such as salmon and trout. | Litopenaeus vannamei (accounting for 40%), salt field shrimp, oysters, etc. |
| Driven by environmental protection policies | The strict emission standards of the European Union drive technological upgrades. | Policies such as the comprehensive management of the Bohai Sea have promoted the popularization of tail water treatment. |
| Extension of the industrial chain | Combine renewable energy sources (such as wind energy and solar energy). | The “breeding and cultural tourism” model. |
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Deng, S.; Pan, W. The Dilemmas and Challenges of Tail Water Treatment Technology for Land-Based Marine Aquaculture in China: A Review. Sustainability 2025, 17, 9593. https://doi.org/10.3390/su17219593
Deng S, Pan W. The Dilemmas and Challenges of Tail Water Treatment Technology for Land-Based Marine Aquaculture in China: A Review. Sustainability. 2025; 17(21):9593. https://doi.org/10.3390/su17219593
Chicago/Turabian StyleDeng, Shengjie, and Wenbin Pan. 2025. "The Dilemmas and Challenges of Tail Water Treatment Technology for Land-Based Marine Aquaculture in China: A Review" Sustainability 17, no. 21: 9593. https://doi.org/10.3390/su17219593
APA StyleDeng, S., & Pan, W. (2025). The Dilemmas and Challenges of Tail Water Treatment Technology for Land-Based Marine Aquaculture in China: A Review. Sustainability, 17(21), 9593. https://doi.org/10.3390/su17219593

