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Ammonia Removal Using Polyhydroxybutyrate-Starch and Polyhydroxybutyrate-Cellulose Blends for Aerobic Applications Cover

Ammonia Removal Using Polyhydroxybutyrate-Starch and Polyhydroxybutyrate-Cellulose Blends for Aerobic Applications

Open Access
|Apr 2026

Figures & Tables

Figure 1

The typical RAS system consists of a culture unit, a mechanical filtration unit for solid capture, and a biofiltration unit.

Figure 2

The aerobic assimilation of ammonia into biofilms on PHB pellets is well represented by hyperbolic kinetics and is dominated by zero-order kinetics with TAN levels above 0.5 mg/L (Fahandezhsadi 2014).

Figure 3

Biopellets of pure PHB, PHB/cellulose (P:C), and PHB/starch (P:S) blends produced for ammonia assimilation experiments. A caliper is shown for scale.

Figure 4

Image capture of prepared beads as observed under a light microscope with a magnification of 3.4 × 10: (a) pure PHB beads (b) PHB/cellulose beads (c) PHB/starch beads textures.

Figure 5

One of the seven systems configured for aerobic ammonia removal treatments.

Table 1

Nitrite (NO2N) and nitrate (NO3N) concentrations at the end of the experiment remained very low across all PHB blend treatments (n = 3).

TREATMENTINITIAL NO2N
(mg/L)
FINAL NO2-N
(mg/L)
AVG ± SD
INITIAL NO3N
(mg/L)
FINAL NO3-N
(mg/L)
AVG ± SD
PHB0.00.015 ± 0.009a0.00.143 ± 0.046a
PHB:C = 80:200.00.018 ± 0.002a0.00.172 ± 0.026a
PHB:C = 70:300.00.015 ± 0.01a0.00.158 ± 0.012a
PHB:C = 60:400.00.016 ± 0.012a0.00.140 ± 0.022a
PHB:S = 80:200.00.009 ± 0.042a0.00.153 ± 0.037a
PHB:S = 70:300.00.030 ± 0.002b0.00.176 ± 0.013a
PHB:S = 60:400.00.051 ± 0.007c0.00.123 ± 0.061a

[i] Different superscript letters within the same column indicate statistically significant differences (p < 0.05).

Figure 6

Decline in average TAN concentrations in reservoirs treated with PHB and blends containing varying ratios of PHB, starch (S), and cellulose (C).

Figure 7

Volumetric TAN removal rates of PHB and PHB-blends. PHB:S blends exhibited higher VTRs compared to PHB and PHB:C blends, likely due to increased carbon release from starch solubility under aerobic conditions. Different letters on the boxes show statistical difference (p < 0.05).

Figure 8

Linear regression analysis shows the relationship between COD accumulation and the volumetric TAN removal rate (VTR) across all PHB and PHB blends. COD release influenced ammonia conversion capacities (R² = 0.78).

Figure 9

COD concentrations in the water reservoirs during the rate performance test for different PHB-based blend formulations. Results indicate that pure PHB is largely insoluble, whereas PHB:S blends exhibit high solubility and significant organic carbon release.

Figure 10

Effect of increasing cellulose and starch content in PHB-based blends on COD accumulation in the reservoirs. Cellulose addition showed a moderate increase in COD (R² = 0.67), while starch addition resulted in a sharp increase (R² = 0.82), indicating significantly higher organic carbon leaching.

Figure 11

Volumetric TAN removal rates of conventional RAS biofilters reported in the literature and PHB-based blends investigated in this study. Error bars indicate reported ranges (literature) and standard deviations (experimental data).

Table 2

Material cost reductions achieved by incorporating varying weight fractions of starch and cellulose into PHB.

MEDIAPHB REPLACEMENT (%)MATERIAL COST REDUCTION (%)
PHB (100%)0
PHB:S (80:20)2018.2
PHB:S (70:30)3027.3
PHB:S (60:40)4036.3
PHB:C (80:20)2016.7
PHB:C (70:30)3025.1
PHB:C (60:40)4033.4
DOI: https://doi.org/10.21061/jora.6 | Journal eISSN: 2572-9160
Language: English
Page range: 1 - 1
Submitted on: Dec 19, 2025
Accepted on: Feb 9, 2026
Published on: Apr 29, 2026
Published by: Virginia Tech Publishing
In partnership with: Paradigm Publishing Services

© 2026 Chimezie John Chiama, Maria Teresa Gutierrez-Wing, Chandra S. Theegala, Mike Benton, Ronald F. Malone, published by Virginia Tech Publishing
This work is licensed under the Creative Commons Attribution 4.0 License.

Volume 15 (2026): Issue 1