SinoGreenTech Academic Portal
Open AccessDOI: 10.12030/j.cjee.202511027Original Research

Nutrient Release Characteristics of Aquaculture Sludge through Anaerobic Acidification in an Aquaponics System

School of Environmental Science and Engineering, Shanghai Jiao Tong University

Read Executive PreviewQuick FAQ
Nutrient Release Characteristics of Aquaculture Sludge through Anaerobic Acidification in an Aquaponics System
Graphical Abstract / Figure
Published In
Chinese Journal of Environmental Engineering
Published:January 15, 2026Edition:Vol. 20, Issue 7 • pp. 100-112Citation:ZI Yongxia et al. (2026), Chinese Journal of Environmental Engineering
Impact FactorPeer-Reviewed Core
Source Journal环境工程学报

Key Takeaways & Executive Findings

  • • • Low sludge loading (4.61 kg·kg−1) achieved a peak organic solid conversion of 68.2% at 70.5 h, whereas high loading (13.22 kg·kg−1) yielded only 26.9% at 27.5 h, indicating that lower loading prevents overloading and enhances hydrolysis efficiency. • • Ammonia nitrogen conversion reached 64.8% under low loading versus 62.2% under high loading, but orthophosphate conversion was significantly higher (95.7% vs. 76.4%), demonstrating that low loading facilitates near-complete phosphorus release for plant uptake. • • The optimal hydraulic retention time (HRT) for low-loading anaerobic acidification was 144 h, corresponding to an organic loading rate of 0.77 kg·(kg·d)−1, which balances nutrient release and reactor productivity for practical application. • • Low-loading conditions promoted the dominance of Acinetobacter (relative abundance 66.6%), a genus known for organic degradation and nutrient cycling, whereas high loading led to a more diverse but less efficient microbial community, underscoring the importance of operational control for microbial selection.

Abstract

Aquaponics systems integrate aquaculture and hydroponics to recycle resources, yet nutrient recovery from aquaculture sludge remains inefficient. This study investigated anaerobic acidification as an alternative to conventional anaerobic digestion, which suffers from long conversion cycles. Batch experiments compared two sludge loading rates: high (13.22 kg·kg−1) and low (4.61 kg·kg−1) (mass of sludge per mass of anaerobic inoculum). Under low loading, soluble chemical oxygen demand (SCOD) exhibited a single peak, reaching a maximum organic solid conversion of 68.2% at 70.5 h. In contrast, high loading produced three SCOD peaks with an average peak conversion efficiency of only 26.9% at 27.5 h and higher residual concentrations. Ammonia nitrogen conversion was slightly higher under low loading (64.8%) than high loading (62.2%), while orthophosphate conversion was markedly superior (95.7% vs. 76.4%). The optimal hydraulic retention time for low-loading operation was 144 h, corresponding to an organic loading rate of 0.77 kg·(kg·d)−1. Under these conditions, the produced ammonia and phosphate can be effectively recovered without adversely affecting water quality, as the biofilter converts ammonia to nitrate for plant uptake. Microbial analysis revealed that low-loading conditions favored the dominance of Acinetobacter (relative abundance 66.6%), which likely enhances organic degradation and nutrient release. These findings demonstrate that anaerobic acidification under low loading is a promising strategy for efficient nutrient recovery in aquaponics, offering a shorter conversion time and higher nutrient yields than traditional methods.

1. Introduction

Aquaponics, the integration of recirculating aquaculture and hydroponics, promises sustainable food production by recycling nutrients from fish waste. However, conventional systems primarily recover dissolved nutrients, while particulate sludge—rich in organic matter and phosphorus—is often discarded, leading to low overall nutrient recovery and potential environmental pollution. Anaerobic digestion has been explored to mineralize sludge, but its long retention times and sensitivity to process parameters (e.g., pH, temperature, C/N ratio) limit its practicality, especially given the low carbon-to-nitrogen ratio of aquaculture sludge, which hampers methanogenesis. Consequently, there is a pressing need for faster, more robust conversion pathways that can unlock the nutrient value of sludge without the operational burdens of full digestion.

This study pivots to anaerobic acidification, a stage preceding methanogenesis, which rapidly hydrolyzes and acidifies organic matter into volatile fatty acids (VFAs) and releases soluble nitrogen and phosphorus. By deliberately arresting the process before methanogenesis, the conversion time is drastically shortened, and the resulting VFAs can be further processed in the biofilter or used as a carbon source for denitrification. The authors systematically compared two sludge loading rates to elucidate the dynamics of organic matter, nitrogen, and phosphorus release, and to identify optimal operational parameters. Their findings demonstrate that a low loading rate not only achieves higher nutrient conversion efficiencies but also fosters a microbial community dominated by Acinetobacter, which is advantageous for nutrient cycling. This work provides a practical framework for enhancing nutrient recovery in aquaponics, addressing a critical bottleneck in closed-loop system performance.

SinoTechIntel Interactive Document Reader
Page 1–5 of Preview
100%
Download Full PDF

Loading authentic research manuscript (Pages 1–5)...

Cite This Research Paper
ZI Yongxia, HE Xinmeng, GAO Yueshu, LI Chunjie (2026). Nutrient Release Characteristics of Aquaculture Sludge through Anaerobic Acidification in an Aquaponics System. Chinese Journal of Environmental Engineering. https://doi.org/10.12030/j.cjee.202511027
SinoGreenTech Academic & Legal Disclaimer

Research & Educational Purpose Only: The translations, structured abstracts, analytical annotations, and data reports provided by SinoGreenTechare intended exclusively for academic research, internal corporate R&D, and educational benchmarking. They do not constitute formal engineering, chemical safety, legal, or professional advice.

Copyright & Intellectual Property Notice: Original copyright of the underlying source articles and experimental data remains with the respective authors, institutions, and original publishing journals. SinoGreenTech claims intellectual property only over its proprietary translations, analytical syntheses, and AEO structured enhancements in accordance with international fair use and academic citation principles.

Frequently Asked Questions

What are the key operational parameters (loading rate, HRT, temperature) that maximize nutrient release, and how do they compare to conventional anaerobic digestion?

The study identified an optimal sludge loading rate of 4.61 kg·kg−1 (low loading) and a hydraulic retention time (HRT) of 144 h (6 days) for anaerobic acidification. Under these conditions, organic solid conversion reached 68.2% at 70.5 h, ammonia nitrogen conversion was 64.8%, and orthophosphate conversion was 95.7%. In contrast, conventional anaerobic digestion typically requires 20-30 days for complete digestion, but this process achieves high nutrient release in only 6 days, significantly shortening the conversion cycle. The process was conducted at ambient temperature (not specified in the text), but the short HRT suggests it can operate without external heating, reducing energy costs.

How does the high loading rate (13.22 kg·kg−1) affect process stability and effluent quality, and what are the implications for scaling up?

High loading caused multiple SCOD peaks (three) with an average peak conversion efficiency of only 26.9% at 27.5 h, indicating process instability and incomplete hydrolysis. The residual SCOD concentration was higher (average 1794.52 mg·L−1) compared to low loading (peak 1257.96 mg·L−1), and the VFA profile shifted to iso-butyric and iso-valeric acids, which are more inhibitory to downstream biological processes. For scaling, high loading would require larger downstream treatment capacity and may lead to system upset. Therefore, low loading is recommended for stable operation and efficient nutrient recovery.

What is the fate of volatile fatty acids (VFAs) produced during acidification, and how do they impact the aquaponics system?

VFAs are intermediate products that can be further degraded in the biofilter or used as a carbon source for denitrification. Under low loading, VFAs were predominantly formic, acetic, and iso-valeric acids, which are readily biodegradable and less likely to accumulate to toxic levels. The study indicates that at the optimal HRT of 144 h, the SCOD and ammonia concentrations do not adversely affect water quality, as the biofilter can convert ammonia to nitrate. Thus, the VFAs are either mineralized or assimilated, posing minimal risk to fish and plants.

How does the microbial community structure differ between high and low loading, and what is the role of Acinetobacter in nutrient release?

Low loading promoted the dominance of Acinetobacter, a genus within Proteobacteria, reaching a relative abundance of 66.6%. Acinetobacter is known for its ability to degrade organic matter and release nutrients, likely contributing to the higher conversion efficiencies observed. High loading, conversely, led to a more diverse microbial community, which may dilute the activity of key functional species and reduce overall efficiency. This suggests that operational conditions can be tuned to select for beneficial microbial populations, enhancing process performance.

What are the practical implications for nutrient recovery in a full-scale aquaponics system, particularly regarding phosphorus recovery and plant fertilization?

The study achieved an orthophosphate conversion of 95.7% under low loading, indicating that nearly all particulate phosphorus is released as soluble phosphate. This phosphate can be directly used as a nutrient source for plants in the hydroponic unit, reducing the need for external fertilizers. The ammonia nitrogen (64.8% conversion) can be nitrified to nitrate in the biofilter, providing a balanced nitrogen source. With an optimal HRT of 144 h, a full-scale system could incorporate a sludge acidification reactor to recover nutrients, thereby improving overall resource efficiency and moving towards zero-discharge operation.

Related Chinese Research & Cross-Citations

Research Citation2026
Analysis of National and Local Policies for Medical Waste Treatment and Disposal in China

Analysis of National and Local Policies for Medical Waste Treatment and Disposal in China

The escalating generation of medical waste, driven by healthcare expansion and frequent medical activities, poses significant environmental and public health risks. Under the framework of ecological civilization, China is developing a comprehensive policy system for medical waste treatment and disposal, yet the current framework remains nascent and exhibits inconsistencies between national and local policies. This study systematically analyzes the status of national and local policies from 2003 to 2024, collecting 413 policy documents (166 from national ministries and 247 from provincial governments). The analysis examines temporal evolution, regional distribution, and policy focus, alongside the influence of medical waste output, treatment technologies, facility infrastructure, and major epidemic responses. Findings reveal distinct policy phases: initial self-disposal, exploratory management, foundational system building, and rapid development. Regional disparities are pronounced, with eastern coastal areas showing more advanced policies due to greater technical and financial resources. The surge in medical waste, particularly during the COVID-19 pandemic, underscores the need for enhanced regulatory guidance. Non-incineration technologies are gaining traction for their environmental and cost benefits, and facility coverage has improved but remains uneven. The study proposes five policy principles to foster technological innovation and industrial upgrading, ensuring safe medical waste management and environmental protection.

Examine Full Data & PDF
Research Citation2026
Kinetic Analysis and Simulation of Pollutant Removal in Sewage Networks

Kinetic Analysis and Simulation of Pollutant Removal in Sewage Networks

This study investigates pollutant removal characteristics and kinetic behaviors in sewage networks, and analyzes their impact on the carbon-to-nitrogen ratio (C/N, as COD/TN) of influent to wastewater treatment plants. Source water quality sampling at drainage outlets revealed spatial and temporal variations in C/N, with domestic sewage exhibiting higher C/N than industrial sewage, and diurnal peaks reaching 6.92 versus 4.71 during off-peak hours. Using a pilot-scale adjustable sewage network system in Kunshan, experiments were conducted under high (0.491 m·s−1) and low (0.089 m·s−1) flow velocities, monitoring pollutant removal over 144 hours. Pseudo-first-order kinetics were applied to model COD and TN removal. Results showed that COD (including SCOD and PCOD), BOD5, and SS achieved approximately 80% removal within 144 h, with higher removal at low flow velocity. TN, NH3-N, and TP exhibited lower overall removal rates. Kinetic fitting revealed that COD removal rate constants (kCOD) were significantly higher than those for TN (kTN), and both decreased with increasing flow velocity: at low velocity, kCOD=0.0167 h−1 and kTN=0.0029 h−1; at high velocity, kCOD=0.0127 h−1 and kTN=0.0020 h−1. Simulations based on actual source pollutant concentrations indicated that the time for C/N to drop to the denitrification critical value of 4.50 was 12.24 h at high velocity, but shortened to 9.49 h at low velocity. These findings demonstrate that increasing flow velocity effectively retards the decline of C/N. Therefore, regulating network flow velocity to reduce hydraulic retention time is a key strategy for maintaining adequate C/N at the terminal and ensuring denitrification efficiency in wastewater treatment plants.

Examine Full Data & PDF
Research Citation2026
Preparation of Trimetallic-Carbon Composite Catalysts and Their Application in Catalytic Ozonation of Industrial Wastewater

Preparation of Trimetallic-Carbon Composite Catalysts and Their Application in Catalytic Ozonation of Industrial Wastewater

Advanced oxidation processes (AOPs) are promising for degrading organic pollutants in water treatment. Heterogeneous catalytic ozonation (HCO) has gained attention due to its high oxidation efficiency, strong interference resistance, and low secondary pollution. In this study, a series of trimetallic-carbon composite ozone catalysts were prepared via an organic precursor calcination method using γ-Al2O3 as support. This method enhanced catalytic activity and mechanical strength while overcoming the limitations of carbon materials (low mechanical strength) and metal-based materials (poor mass transfer). The optimized catalyst, CA-FeCoCu, comprising Fe, Co, Cu, carbon, and alumina, exhibited excellent performance in phenol degradation and real industrial wastewater treatment. Characterization revealed that the synergistic effect of trimetals and the introduction of multiple carbon types increased specific surface area and hydroxyl radical (·OH) generation. In a pilot-scale fixed-bed reactor, the CA-FeCoCu/O3 system reduced COD from 120 mg·L−1 to below 40 mg·L−1, with an O3 consumption ratio (O/C) of less than 1, effectively lowering operational costs. This work provides a new strategy for developing efficient and stable heterogeneous O3 catalysts and offers a reference for the practical application of HCO in industrial wastewater treatment.

Examine Full Data & PDF
Research Citation2026
Differentiated Characteristics of Suspended Particulate Matter and Their Effects on Water Quality in the Middle and East Routes of the South-to-North Water Diversion Project

Differentiated Characteristics of Suspended Particulate Matter and Their Effects on Water Quality in the Middle and East Routes of the South-to-North Water Diversion Project

This study investigates the spatiotemporal differentiation of suspended particulate matter (SPM) characteristics, sources, and their impacts on water quality between the Middle Route (closed artificial channel) and East Route (open natural water system) of the South-to-North Water Diversion Project. Thirty sampling sites (13 on the Middle Route, 17 on the East Route) were established, and samples were collected during dry and wet seasons. Water quality parameters and SPM characteristics were analyzed, including particle size distribution, total suspended solids (TSS), chlorophyll a, and stable carbon and nitrogen isotopes. Results show that the Middle Route maintains good and stable water quality, with SPM dominated by coarse particles (>63 μm, 61.43%–94.68%), total phosphorus (TP) <0.01 mg·L−1, and a significant positive correlation between chlorophyll a and coarse particles (r=0.60), indicating algal aggregation dominates particle formation. In contrast, the East Route exhibits high and fluctuating nitrogen and phosphorus concentrations, with SPM dominated by fine particles (<20 μm, 51.26%–88.61%), TP ranging from 0.03 to 1.11 mg·L−1, and a positive correlation with fine particles, suggesting significant external inputs. Carbon and nitrogen isotope analysis reveals that Middle Route SPM primarily originates from autochthonous algae (contribution >46.75%), while East Route SPM is influenced by both terrestrial C3 plants and algae. The distinct engineering and management approaches of the two routes lead to significant differences in SPM characteristics and sources, thereby affecting water quality dynamics. The Middle Route requires an 'algal reduction and hydrodynamic optimization' strategy to control algal-derived coarse particle deposition, whereas the East Route benefits from 'retention-sedimentation and wetland purification' to reduce external fine particles and pollutant inputs. This research provides theoretical support and practical guidance for differentiated SPM management in long-distance water diversion systems.

Examine Full Data & PDF
Research Citation2026
Combined Ozone Micro-Nano Bubble Oxidation and Powdered Activated Carbon Adsorption for Removal of Taste and Odor Compounds from Drinking Water

Combined Ozone Micro-Nano Bubble Oxidation and Powdered Activated Carbon Adsorption for Removal of Taste and Odor Compounds from Drinking Water

Algal-derived taste and odor compounds (2-methylisoborneol, 2-MIB, and geosmin, GSM) in drinking water sources are poorly removed by conventional treatment. This study systematically evaluated the standalone and combined performance of ozone micro-nano bubbles (O3-MNBs) oxidation and powdered activated carbon (PAC) adsorption for removing 2-MIB, GSM, and algal cells from source water. Results showed that O3-MNBs pre-oxidation achieved >97.5% removal of odorants at 400 ng·L−1 and 67.2% algal cell removal within 30 min. When applied as a deep treatment stage, the degradation rate constant (k) was 10.1%–25.6% higher than in pre-oxidation due to lower background matrix interference. Both pre-oxidation and deep treatment reduced effluent concentrations of 2-MIB and GSM to below 10 ng·L−1, with oxidation kinetics fitting pseudo-first-order models (R²>0.95). PAC adsorption of both compounds followed pseudo-second-order kinetics (R²>0.99), with GSM equilibrium adsorption capacity approximately 20.0% higher than that of 2-MIB. In pure water, adsorption capacity increased by >10.0% compared to raw water. Based on kinetic models, a quantitative prediction method was established for O3-MNBs oxidation and PAC adsorption processes, aiming to achieve efficient odorant removal and cost optimization, providing theoretical support for advanced drinking water purification and smart water plant construction.

Examine Full Data & PDF
Research Citation2026
Pulsed Electric Field Enhancement of Nitrogen Removal Performance and Microbial Community Structure Response in Anammox Granular Sludge

Pulsed Electric Field Enhancement of Nitrogen Removal Performance and Microbial Community Structure Response in Anammox Granular Sludge

This study investigated the effects of a ring-shaped pulsed electric field (PEF) (1.5 V, 4 h on-time per cycle) on nitrogen removal performance and microbial community structure of anammox granular sludge (AnGS). Two anaerobic sequencing batch reactors (R1 control, R2 with PEF) were operated under stepwise increasing nitrogen loading rates (NLR). At NLR below 1,155 mg·(L·d)−1, R2 exhibited total nitrogen removal efficiency (TRE) 7.5%–17.0% higher than R1, with biomass, specific anammox activity (SAA), and extracellular polymeric substances (EPS) increased by 5%–7%, 21%–71%, and 54%–77%, respectively. However, at NLR above 1,320 mg·(L·d)−1, the toxic effect of nitrite dominated, and PEF enhancement diminished or even reversed to inhibition. Microbial community analysis revealed that at low-to-moderate NLR, PEF increased the relative abundance of Planctomycetes and key anammox bacteria (Candidatus Brocadia and Candidatus Jettenia), along with enhanced community richness (Chao1) and diversity (Shannon/Simpson indices). At high NLR, PEF decreased microbial richness compared to R1. Principal component analysis and redundancy analysis indicated that PEF was the key factor driving community differences at low-to-moderate NLR, whereas nitrite concentration became the dominant factor at high NLR. This study provides theoretical support for enhancing the resilience and engineering application of anammox processes.

Examine Full Data & PDF