Sustainability Journal (MDPI)

2009 | 1,010,498,008 words

Sustainability is an international, open-access, peer-reviewed journal focused on all aspects of sustainability—environmental, social, economic, technical, and cultural. Publishing semimonthly, it welcomes research from natural and applied sciences, engineering, social sciences, and humanities, encouraging detailed experimental and methodological r...

Sustainable Production of Algal Biomass and Biofuels Using Swine Wastewater...

Author(s):

Bo Zhang
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA
Lijun Wang
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA
Bilal A. Riddicka
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA
Rui Li
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA
Justin R. Able
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA
Nana Abayie Boakye-Boaten
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA
Abolghasem Shahbazi
Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA


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Year: 2016 | Doi: 10.3390/su8050477

Copyright (license): Creative Commons Attribution 4.0 International (CC BY 4.0) license.


[Full title: Sustainable Production of Algal Biomass and Biofuels Using Swine Wastewater in North Carolina, US]

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[Summary: This page introduces a study on sustainable algal biomass and biofuel production using swine wastewater in North Carolina. It details an experiment optimizing process parameters like temperature, light intensity, and duration for Chlamydomonas debaryana growth, estimating biomass yields and nutrient removal.]

sustainability Article Sustainable Production of Algal Biomass and Biofuels Using Swine Wastewater in North Carolina, US Bo Zhang 1 , Lijun Wang 1, *, Bilal A. Riddicka 1 , Rui Li 1,2 , Justin R. Able 1 , Nana Abayie Boakye-Boaten 1 and Abolghasem Shahbazi 1 1 Department of Natural Resources and Environmental Design, North Carolina A & T State University, Greensboro, NC 27411, USA; bzhang@ncat.edu (B.Z.); bariddic@aggies.ncat.edu (B.A.R.); ruilirl 009@gmail.com (R.L.); jable@aggies.ncat.edu (J.R.A.); naboakye@aggies.ncat.edu (N.A.B.-B.); ash@ncat.edu (A.S.) 2 Joint School of Nanoscience and Nanoengineering, North Carolina A & T State University, Greensboro, NC 27411, USA * Correspondence: lwang@ncat.edu; Tel.: +1-336-334-7787 Academic Editor: Andrew Kusiak Received: 8 March 2016; Accepted: 11 May 2016; Published: 14 May 2016 Abstract: Algae were recently considered as a promising third-generation biofuel feedstock due to their superior productivity, high oil content, and environmentally friendly nature. However, the sustainable production became the major constraint facing commercial development of algal biofuels. For this study, firstly, a factorial experimental design was used to analyze the effects of the process parameters including temperatures of 8–25 ˝ C, light intensity of 150–900 µ mol ¨ m ´ 2 s ´ 1 , and light duration of 6–24 h on the biomass yields of local alga Chlamydomonas debaryana in swine wastewater The results were fitted with a quadratic equation (R 2 = 0.9706). The factors of temperature, light duration, the interaction of light intensity-light duration, and the quadratic effect of temperature were statistically significant. When evaluating different scenarios for the sustainable production of algal biomass and biofuels in North Carolina, US, it showed that: (a) Growing C. debaryana in a 10-acre pond on swine wastewater under local weather conditions would yield algal biomass of 113 tonnes/year; (b) If all swine wastewater generated in North Carolina was treated with algae, it will require 137–485 acres of ponds, yielding biomass of 5048–10,468 tonnes/year and algal oil of 1010–2094 tonnes/year. Annually, hundreds of tonnes of nitrogen and phosphorus could be removed from swine wastewater. The required area is mainly dependent on the growth rate of algal species Keywords: sustainable production of algal biomass; algal biofuels; swine wastewater; Chlamydomonas debaryana ; year-round production 1. Introduction With growing concerns about declining fossil fuel supplies, environmental issues, and increasing demand of fossil fuels, renewable biofuels have received a large amount of research attention [ 1 ]. While firstand second-generation biofuels ( i.e , biodiesel, corn-based ethanol, and advanced biofuels) are already in the market or entering into the market [ 2 ], algae were recently considered as a promising third-generation biofuel feedstock due to their superior productivity, high oil content, and environmentally friendly nature [ 3 , 4 ]. The algal technology for biofuels production has greatly been advanced in the past decade [ 5 , 6 ]. It is recognized that the sustainable production of algal biomass is indeed the major drawback to commercializing algae-based biofuels [ 7 ]. Recently, an increase in swine production has resulted in greater amounts of swine wastes and treatment problems [ 8 ]. For example, because flush collection is the common swine manure management practice in North Carolina (NC) [ 9 ], in which dilute manure is stored in outdoor Sustainability 2016 , 8 , 477; doi:10.3390/su 8050477 www.mdpi.com/journal/sustainability

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[Summary: This page discusses the environmental and health issues associated with untreated agricultural wastewater, particularly from swine manure management. It highlights the potential of using wastewater as a growth medium for algae, promoting environmental and economic sustainability in algal biofuel production, and outlines the materials and methods used.]

Sustainability 2016 , 8 , 477 2 of 12 uncovered lagoons, this manure management may lead to environmental and health issues, such as ammonia emission, odor, and infectious diseases [ 10 ]. Agricultural wastewater without a proper treatment possesses surplus nitrogen, phosphorus, and other chemicals. If discharged, it may lead to the eutrophication of receiving water, surface water pollution, and leaching to ground water [ 11 ]. On the other hand, algal growth requires three major nutrients of carbon, nitrogen, and phosphorus, while other nutrients may be required in trace amounts, including calcium, chlorine, chromium, cobalt, copper, iron, magnesium, manganese, potassium, silica, sodium, sulfur, and zinc [ 12 , 13 ]. When growing algae in outdoor ponds or large-scale photobioreactors, the use of commercial fertilizers would substantially increase production costs of algae-derived biofuels. For aforementioned reasons, wastewater is often considered as a proper growth medium for algae, increasing the environmental sustainability [ 13 ] and the economic sustainability of algal biofuels [ 14 ]. The purpose of this research is to address a critical barrier in the sustainability of algal biofuels by studying the algal growth in the swine wastewater under local weather conditions and analyzing possible means of improvement. For this study, a local alga of Chlamydomonas debaryana was grown in swine wastewater under various environmental conditions; the biomass production was optimized by using the central composite design; and obtained information was applied to analyzing the potential of algal biomass production in North Carolina 2. Materials and Methods 2.1. Microalgal Strain and Cultivation Conditions Chlamydomonas debaryana AT 24 was isolated from the local swine wastewater lagoon [ 15 ]. Our previous study showed that this species has a higher lipid content than Chlorella vulgaris and keeps growing at a moderate growth rate under relatively low temperatures [ 15 , 16 ]. For this study, C. debaryana was cultured with swine wastewater, which was collected from an uncovered lagoon at the university swine farm. The swine wastewater was filtrated with a Whatman quantitative filter paper (8 µ m pore) to remove large, non-soluble, particulate solids. After filtration the wastewater was autoclaved for 15 min at 121 ˝ C. The compositions of swine wastewater and medium used in this study are summarized in Table 1 . Proteose medium is used to compare different growth behaviors of this alga Table 1. Properties of swine wastewater and proteose medium Nutrients Autoclaved Swine Wastewater Proteose COD (mg/L) 2300 1286 Ammonia (ppm) 50.2 6.3 Total inorganic nitrogen (ppm) - 90 Total phosphorous (ppm) 130 204 pH 9.3 7 -: negligible An AlgaeTron Multi-Cultivator MC 1000 photobioreactor (Photon Systems Instruments, Drasov, Czech Republic), which consists of eight 100-mL tubular reactors, was used to mimic environmental variations. A detailed description was provided elsewhere [ 16 ]. Typically, 72 mL of autoclaved swine wastewater and 8 mL of microalgal inoculum were loaded into a 100 mL tube, and gases were supplied to each tube at a flow rate of 100 mL/min to provide CO 2 source and increase mixing. To obtain a gas mixture containing CO 2 , the original CO 2 source with a 99.9% purity was mixed with air through mass flow meters (Alicat Scientific, Tucson, AZ, USA). The ratios of CO 2 and air after mixing were 5% and 95% (volume), respectively. Microalgae were cultured in the swine wastewater for 15–30 days with varying temperature (8–25 ˝ C), light intensities (50–900 µ mol ¨ m ´ 2 s ´ 1 ), and light durations (2–24 h) All experiments and analyses were performed in triplicate or duplicate.

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[Summary: This page describes the methods for determining microalgae growth and nutrient analysis, including sampling, centrifugation, and filtration techniques. It details the central composite experimental design (CCD) used to optimize cultivation temperature, light intensity, and light duration for biomass yield, and the equations used for data analysis.]

Sustainability 2016 , 8 , 477 3 of 12 2.2. Determination of Microalgae Growth and Nutrient Analysis For sampling, 30–50 mL of microalgal broth was collected from the photobioreactor, and centrifuged at 2600 ˆ g and 20 ˝ C for 15 min. Supernatants were separated to determine the nutrient removal from wastewater. Supernatants were filtered using a 0.45-mm nylon membrane filter. Then, the filtrates were appropriately diluted and analyzed for the chemical oxygen demand (COD), ammonia, and total phosphorus according to the Lamotte Smart 3 colorimeter manual [ 17 ]. To determine microalgae growth, the collected microalgal cells were dried at 105 ˝ C until the sample reached equilibrium moisture content 2.3. Central Composite Experimental Design and Evaluation The central composite design (CCD) is a factorial experimental design with center points, augmented with a group of axial points that are used to estimate curvature [ 18 ]. Three factors of cultivation temperature, light intensity, and light duration were optimized through CCD, which includes 20 sets of experiments including include eight factorial points (cubic points), six axial points (star points), and six replicates at the center point. The relative and interactive effects of three factors on the biomass yield after 15-day growth were investigated at three levels. The obtained experimental data were fitted to the second-degree polynomial equation: Y “ B 0 ` n ÿ i “ 1 B i X i ` n ÿ i ă j B ij X i X j ` n ÿ j “ 1 B jj X 2 j (1) where Y is the biomass yield in 15 days; X 1 is the cultivation temperature; X 2 is the light intensity; X 3 is the light period per day ( i.e , light duration); B 0 is a constant; and B i , B jj , and B ij are linear, quadratic, and interaction coefficients, respectively. The variable X i in Equation (1) is the non-coded independent variables Three-dimension (3 D) response surfaces were performed to elucidate the individual and mutual effects of the experimental variables on the response [ 19 ]. The statistical significance of each item in Equation (1) was assessed with analysis of variance (ANOVA) by fitting the experimental data to a second-order polynomial equation. The statistical significance level cut-off was chosen as p = 0.05 2.4. Estimations of Algal Biomass Production The microalgae were assumed to be grown in the open raceway pond. To minimize the difference between the laboratory photobioreactor and open raceway ponds, the rates of NH 3 volatilization and water evaporation were assumed to be same in both systems, which were approximately 50% and 10% of total volume after a 15-day culture, respectively The light intensity in C. debaryana culture was estimated by using Equation (2) [ 20 ]: I “ I 0 e ´p k c C D ` k l q d (2) where I 0 is the light intensity on the water surface ( µ mol ¨ m ´ 2 s ´ 1 ), k c is the coefficient for cell density, C D is the cell density (g/L), k l is the coefficient for algal medium, and d is the water depth (cm). In order determine the values of k c and k l , C. debaryana cultures were mixed well and placed under sunlight The light intensity values on the water surface ( I 0 ) were measured by using a LI-1400 DataLogger with LI-190 R Quantum sensor (LI-COR Biosciences, Lincoln, NE, USA), and the light intensity values in the water ( I ) were measured by using a LI-1400 DataLogger with LI-192 Underwater Quantum sensor (LI-COR Biosciences, Lincoln, NE, USA). Combining data of cell concentrations ( C D ) and the water depth ( d ), the values of k c and k l were experimentally determined as 0.03725 and 0.3525, respectively The light intensity on the Earth’s surface depends on many factors, such as radiation angles and weather conditions. Thus, only the average values of light intensities were used in the estimation.

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[Summary: This page explains the estimation of algal biomass production in open raceway ponds, considering factors like light intensity, temperature, and average daytime. It also discusses the assumptions made regarding swine wastewater production and the evaluation of biofuel production from C. debaryana, outlining the conditions and calculations used.]

Sustainability 2016 , 8 , 477 4 of 12 According to our periodic monitoring, the light intensities on the water surface ( I 0 ) were assumed to be 900, 1400, 900, and 600 µ mol ¨ m ´ 2 s ´ 1 during spring, summer, fall, and winter, respectively A raceway pond is often shallow enough so that the water temperature is fairly even from top to bottom and changes with air temperature. To establish the estimation in this study, the average temperature of each month was used. The temperature data was adopted from [ 21 ], while the data of average daytime was obtained from [ 22 ]. According to USDA, North Carolina (NC) holds the second largest hog inventory with 8.4 million head in 2014 [ 23 ]. Each hog was assumed to produce 1.2 tonnes/year of waste with a total solid content of 10% [ 24 ]. Since flush collection is the common swine manure management practice in NC [ 9 ], 1.2 tonnes/year/head water was assumed to be used to flush hog wastes and dilute the solid content to 5%, resulting in a use of 10.1 million m 3 /year water. When comparing the needed area for treating swine wastewater, the raceway pond with a water depth of 20 cm was assumed to be used to grow algae year-round. These data are summarized in Table S 1 (S: Supplemental materials) While evaluating the biofuel production from C. debaryana , biological properties of C. debaryana (such as lipid content and protein content) grown in open raceway ponds were assumed to be the same as those of alga grown in the laboratory photobioreactor 3. Results and Discussion 3.1. Effects of Environmental Parameters 3.1.1. Light Saturation The growth of microalgae was known to remarkably depend on the appropriate light intensity, light duration, and light wavelength [ 25 ]. Our initial study on C. debaryana AT 24 indicated that it is not sensitive to photoinhibition, and there was a possible “saturation” effect [ 15 ]. For this paper, a sufficiently broad range of light intensity (50–900 µ mol ¨ m ´ 2 s ´ 1 ) was selected to show conditions of “insufficient” and “saturation” light intensities. Figure 1 shows the biomass yields obtained at 20 ˝ C under continuous lighting. When the light intensity increased from 50 to 150 µ mol ¨ m ´ 2 s ´ 1 , the biomass yields in 15 and 30 days increased by 53% and 45%, respectively. However, a substantially higher level of intensity showed no observable influence. The results confirmed the apparent light saturation effect on the growth of this microalga. Compared with Chlorella vulgaris , which has shown a strong photoinhibition effect, the light saturation effect of C. debaryana indicates that the cultivation process may require less attention of the photoinhibition problem 3.1.2. Effect of Light Duration The effect of the light duration on biomass yields of C. debaryana AT 24 was studied (Table 2 ), while it was cultivated at 20 ˝ C and light intensity of 150 µ mol ¨ m ´ 2 s ´ 1 . When compared with the continuous illumination, the biomass yields for the 15-day cultures decreased by 20.9%, 49.2%, and 69.4% for 12 h, 6 h, and 2 h illumination, respectively. Reduced light exposure time resulted in apparently insufficient photosynthesis and biomass accumulation.

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[Summary: This page reiterates the estimation of algal biomass production in open raceway ponds, considering factors like light intensity, temperature, and average daytime. It presents results and discussion on the effects of environmental parameters like light saturation and duration on C. debaryana growth, noting the light saturation effect.]

Sustainability 2016 , 8 , 477 5 of 12 Sustainability 2016 , 8 , 477 4 of 11 A raceway pond is often shallow enough so that the water temperature is fairly even from top to bottom and changes with air temperature To establish the estimation in this study, the average temperature of each month was used The temperature data was adopted from [21], while the data of average daytime was obtained from [22] According to USDA, North Carolina (NC) holds the second largest hog inventory with 8.4 million head in 2014 [23] Each hog was assumed to produce 1.2 tonnes/year of waste with a total solid content of 10% [24] Since flush collection is the common swine manure management practice in NC [9], 1.2 tonnes/year/head water was assumed to be used to flush hog wastes and dilute the solid content to 5%, resulting in a use of 10.1 million m 3 /year water When comparing the needed area for treating swine wastewater, the raceway pond with a water depth of 20 cm was assumed to be used to grow algae year ‐ round These data are summarized in Table S 1 (S: Supplemental materials) While evaluating the biofuel production from C. debaryana , biological properties of C. debaryana (such as lipid content and protein content) grown in open raceway ponds were assumed to be the same as those of alga grown in the laboratory photobioreactor 3. Results and Discussion 3.1. Effects of Environmental Parameters 3.1.1 Light Saturation The growth of microalgae was known to remarkably depend on the appropriate light intensity, light duration, and light wavelength [25] Our initial study on C. debaryana AT 24 indicated that it is not sensitive to photoinhibition, and there was a possible ‘‘saturation’’ effect [15] For this paper, a sufficiently broad range of light intensity (50–900 μ mol ∙ m − 2 s − 1 ) was selected to show conditions of ‘‘insufficient’’ and ‘‘saturation’’ light intensities Figure 1 shows the biomass yields obtained at 20 °C under continuous lighting When the light intensity increased from 50 to 150 μ mol ∙ m − 2 s − 1 , the biomass yields in 15 and 30 days increased by 53% and 45%, respectively However, a substantially higher level of intensity showed no observable influence The results confirmed the apparent light saturation effect on the growth of this microalga Compared with Chlorella vulgaris , which has shown a strong photoinhibition effect, the light saturation effect of C. debaryana indicates that the cultivation process may require less attention of the photoinhibition problem Figure. 1. Biomass yields of C. debaryana AT 24 cultivated at 20 °C under continuous lighting Error bars represent the standard deviation 0 200 400 600 800 1000 0.2 0.4 0.6 0.8 1.0 1.2 1.4 B iom ass Y iel d (g /L ) Light intensity ( μ mol m-2 s-1) 15 days 30 days ( μ mol ∙ m − 2 s − 1 ) Figure 1. Biomass yields of C. debaryana AT 24 cultivated at 20 ˝ C under continuous lighting. Error bars represent the standard deviation Table 2. The effect of light/dark (L/D) cycle on the biomass yield of C. debaryana AT 24 at 20 ˝ C L/D Cycle (h:h) Biomass Yield in 15 Days (g/L) Biomass Yield in 30 Days (g/L) 24:0 1.24 ˘ 0.18 * 1.28 ˘ 0.06 12:12 0.98 ˘ 0.09 1.25 ˘ 0.04 6:18 0.63 ˘ 0.07 0.82 ˘ 0.10 2:22 0.38 ˘ 0.12 0.54 ˘ 0.02 * Error bars represent the standard deviation 3.1.3. Effect of CO 2 and Dilution on Biomass Yields A mixture of 5 vol % CO 2 and 95 vol % air was used to bubble the photobioreactor at the rate of 100 ml/min. Biomass yields of C. debaryana obtained at 25 ˝ C under continuous lighting are shown in Table 3 . When this microalga was cultured in the swine wastewater, the biomass yields after 15 and 30 days were approximately 2.4 and 2.9 g/L, respectively. Compared with cultures using air bubbling (biomass yields of 0.72–0.77 g/L), the biomass yields were almost triplicated by the excess CO 2 supplement Table 3. Biomass yields of C. debaryana in media supplied with a mixture of 5 vol % CO 2 and 95 vol % air under continuous lighting Media Wastewater (Air Bubblingonly) Wastewater Wastewater Diluted Wastewater * Proteose Medium Light intensity ( µ mol ¨ m ´ 2 s ´ 1 ) 150 150 300 150 150 Biomass yield in 15 days (g/L) 0.72 ˘ 0.11 2.41 ˘ 0.21 2.42 ˘ 0.15 1.44 ˘ 0.18 1.56 ˘ 0.23 Biomass yield in 30 days (g/L) 0.77 ˘ 0.13 2.87 ˘ 0.17 2.91 ˘ 0.12 1.53 ˘ 0.08 1.66 ˘ 0.12 * Diluted wastewater: swine wastewater was diluted by adding the same volume of de-ionized water The composition of the swine wastewater is highly variable and dependent on many factors, such as environmental conditions and operation parameters. According to the literature [ 26 ], the concentrations of COD, ammonia, and total Kjeldahl nitrogen in swine wastewater are within the range of 1517–8184 mg/L, 885–1985 mg/L, and 958–2124 mg/L, respectively. The high-strength swine

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[Summary: This page discusses the impact of CO2 supplementation and wastewater dilution on C. debaryana biomass yields. It highlights that excess CO2 tripled biomass yields compared to air bubbling and presents data on the composition of swine wastewater, emphasizing its variability and potential impact on algal growth.]

Sustainability 2016 , 8 , 477 6 of 12 wastewater might require dilution before adopting algae in it [ 15 ]. As shown in Table 3 , the results of diluted and non-diluted wastewater showed that there is no significant inhibition effect when using original swine wastewater. Compared with the compositions reported in the literature, the swine wastewater collected from the uncovered lagoon has a lower COD value of 2050–2600 mg/L [ 27 ] and a lower ammonia content (<180 mg/L) [ 28 ], representing a low-strength wastewater that might be used directly as the algal medium. In addition, algal biomass yield in diluted wastewater is similar to that of proteose medium, which might be limited by the nutrients available 3.1.4. Removal of Nutrients from Swine Wastewater The COD value of wastewater is a measure of the amount of chemicals that consume dissolved oxygen [ 29 ]. Swine wastewater contains a considerable amount of nutrients, such as nitrogen and phosphorus (as shown in Table 1 ). Most of these nutrients contribute to the COD value. Microalgal growth reduced most nutritional contents of the wastewater. The data of nutrients removal under cultivation conditions used in this study is summarized in Table S 2. The average removal ratio of COD, ammonia, and phosphorous after 15-day culture were 59%, 81.4%, and 17.4%, respectively 3.2. Regression Analysis and ANOVA Test The regression analysis was applied to study the relationships between the response (biomass productivity of 15-day culture) and three effect factors (temperature, light intensity, and light duration) (Table 4 ). Our previous publications showed that the exponential growth phase of C. debaryana often ended before day 15 [ 15 , 30 ]. Meanwhile, compared with conventional wastewater treatment processes that typically take 5–20 days [ 31 ], treating wastewater with algae culture for 15 days is relatively reasonable. After regression analysis of the experimental data, a second-order polynomial equation was obtained, and the predictive model developed is listed as Equation (3): Y (unit: g/L) “ 10 -3 ˆ p´ 1967.8089 ` 219.0324 X 1 ` 0.8165 X 2 ` 64.6227 X 3 ´ 0.0085 X 1 X 2 ´ 2.3220 X 1 X 3 ´ 0.0006 X 2 X 3 ´ 4.9092 X 1 2 ´ 0.0005 X 2 2 ` 0.1277 X 3 2 q (3) with a R 2 of 0.9706, implying that this response model could explain 97.1% of the variability within the investigated range. The highest algal biomass yield ( Y ) was found to be 1.21 g/L with this equation, when the temperature X 1 , light intensity X 2 , and light duration X 3 were 18.4 ˝ C, 651 µ mol ¨ m ´ 2 s ´ 1 , and 24 h/day, respectively. Since the longest day time in the Piedmont Triad area (NC) is 14.5 h/day, the highest algal biomass yield of 0.96 g/L was reached when the temperature and light intensity were 18.3 ˝ C and 652 µ mol ¨ m ´ 2 s ´ 1 , respectively. According to the local climatic conditions and Equation (3), calculated biomass yields of C. debaryana are summarized in Table 5 . Table 4. Experimental results of the experimental design Design Number Temperature ( ˝ C) Light Intensity ( µ mol ¨ m ´ 2 s ´ 1 ) Light Duration (h/day) Biomass Yield in 15 Days (g/L) 1 15 150 12 0.71 2 25 150 12 0.65 3 15 600 12 0.73 4 25 600 12 0.69 5 15 150 6 0.50 6 25 150 6 0.52 7 15 600 6 0.62 8 25 600 6 0.66 9 20 300 8 0.83 10 20 300 8 0.79 11 8 600 12 0.15 12 20 300 8 0.75

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[Summary: This page presents tables summarizing the central composite design and the estimation of growth rate and biomass yields of C. debaryana under local weather conditions. It notes that temperature, light duration, and their interaction are statistically significant factors influencing biomass yield.]

Sustainability 2016 , 8 , 477 7 of 12 Table 4. Cont Design Number Temperature ( ˝ C) Light Intensity ( µ mol ¨ m ´ 2 s ´ 1 ) Light Duration (h/day) Biomass Yield in 15 Days (g/L) 13 20 300 8 0.78 14 10 600 12 0.17 15 15 150 24 1.11 16 15 900 24 1.16 17 8 150 12 0.09 18 10 150 12 0.15 19 25 150 24 0.72 20 25 900 24 0.77 Table 5. Estimation of the growth rate and biomass yields of C. debaryana under local weather conditions Average Temperature ( ˝ C) Assumed Light Intensity I 0 /I ( µ mol ¨ m ´ 2 s ´ 1 ) a Average Day Time (h) Calculated Biomass Yield (g/L) Growth Rate (g/L/day) Algal Biomass (tonne/month) Technical objectives (Baseline) - - - - 0.125 30.7 (369 tonne/year) January 3.1 600/320 10 BR BR - Feburay 5.3 600/320 11 BR BR - March 9.4 900/480 12 0.46 0.033 7.51 April 14.4 900/480 13 0.83 0.059 14.23 May 18.9 900/480 14 0.94 0.067 16.30 June 23.3 1400/660 14.5 0.83 0.059 14.61 July 25.0 1400/660 14.2 0.73 0.052 12.22 August 24.7 1400/660 13.5 0.74 0.053 13.06 September 20.8 900/480 12.1 0.88 0.063 15.23 October 15.0 900/480 11 0.79 0.056 7.51 November 9.7 900/480 10.2 0.40 0.029 14.23 December 5.0 600/320 9.67 BR BR 16.30 Sum - - - - - 113 tonne/year a: I 0 was the light intensity on the water surface, and the values of I were calculated according to Equation (2) at the water depth of 5 cm and algal cell concentration of 0.25 g/L. BR: beyond the range of Equation (3); -: Not available ANOVA was applied to generate p values. The p -values for the cultivation temperature ( X 1 ), light intensity ( X 2 ), light duration ( X 3 ), X 1 X 2 , X 1 X 3 , X 2 X 3 , X 1 2 , X 2 2 , and X 3 2 were 1.3942 ˆ 10 ´ 7 , 0.10, 0.0107, 0.40, 0.0005, 0.9664, 7.4556 ˆ 10 ´ 7 , 0.467, and 0.83, respectively. If a statistical significance level cut-off is chosen as p = 0.05, it is concluded that the factors of the cultivation temperature ( X 1 ), light duration ( X 3 ), the interaction between cultivation temperature and light duration ( X 1 X 3 ), and the quadratic effect of temperature ( X 1 2 ) were statistically significant Sustainability 2016 , 8 , 477 7 of 11 Table 5. Estimation of the growth rate and biomass yields of C. debaryana under local weather conditions Average Temperature (°C) Assumed Light Intensity I 0 /I ( μ mol ∙ m − 2 s − 1 ) a Average Day Time (h) Calculated Biomass Yield (g/L) Growth Rate (g/L/day) Algal Biomass (tonne/month) Technical objectives (Baseline) ‐ ‐ ‐ ‐ 0.125 30.7 (369 tonne/year) January 3.1 600/320 10 BR BR Feburay 5.3 600/320 11 BR BR March 9.4 900/480 12 0.46 0.033 7.51 April 14.4 900/480 13 0.83 0.059 14.23 May 18.9 900/480 14 0.94 0.067 16.30 June 23.3 1400/660 14.5 0.83 0.059 14.61 July 25.0 1400/660 14.2 0.73 0.052 12.22 August 24.7 1400/660 13.5 0.74 0.053 13.06 September 20.8 900/480 12.1 0.88 0.063 15.23 October 15.0 900/480 11 0.79 0.056 7.51 November 9.7 900/480 10.2 0.40 0.029 14.23 December 5.0 600/320 9.67 BR BR 16.30 Sum ‐ ‐ ‐ ‐ ‐ 113 tonne/year a: I 0 was the light intensity on the water surface, and the values of I were calculated according to Equation (2) at the water depth of 5 cm and algal cell concentration of 0.25 g/L BR: beyond the range of Equation (3); ‐ : Not available Three ‐ dimension (3 D) response surfaces were performed to elucidate mutual effects of the experimental variables on the response (Figure 2) The results confirmed that the interaction of temperature ‐ light duration was significant A higher light intensity may be able to make up the inadequate light duration The optimal growth temperature is around 19 °C ( a ) ( b ) Figure 2. Cont .

[[[ p. 8 ]]]

[Summary: This page features 3D response surfaces illustrating the effects of temperature, light intensity, and light duration on biomass yield. It confirms the significant interaction between temperature and light duration, and suggests an optimal growth temperature of around 19°C. It also estimates annual biomass yield.]

Sustainability 2016 , 8 , 477 8 of 12 Sustainability 2016 , 8 , 477 7 of 11 Table 5. Estimation of the growth rate and biomass yields of C. debaryana under local weather conditions Average Temperature (°C) Assumed Light Intensity I 0 /I ( μ mol ∙ m − 2 s − 1 ) a Average Day Time (h) Calculated Biomass Yield (g/L) Growth Rate (g/L/day) Algal Biomass (tonne/month) Technical objectives (Baseline) ‐ ‐ ‐ ‐ 0.125 30.7 (369 tonne/year) January 3.1 600/320 10 BR BR Feburay 5.3 600/320 11 BR BR March 9.4 900/480 12 0.46 0.033 7.51 April 14.4 900/480 13 0.83 0.059 14.23 May 18.9 900/480 14 0.94 0.067 16.30 June 23.3 1400/660 14.5 0.83 0.059 14.61 July 25.0 1400/660 14.2 0.73 0.052 12.22 August 24.7 1400/660 13.5 0.74 0.053 13.06 September 20.8 900/480 12.1 0.88 0.063 15.23 October 15.0 900/480 11 0.79 0.056 7.51 November 9.7 900/480 10.2 0.40 0.029 14.23 December 5.0 600/320 9.67 BR BR 16.30 Sum ‐ ‐ ‐ ‐ ‐ 113 tonne/year a: I 0 was the light intensity on the water surface, and the values of I were calculated according to Equation (2) at the water depth of 5 cm and algal cell concentration of 0.25 g/L BR: beyond the range of Equation (3); ‐ : Not available Three ‐ dimension (3 D) response surfaces were performed to elucidate mutual effects of the experimental variables on the response (Figure 2) The results confirmed that the interaction of temperature ‐ light duration was significant A higher light intensity may be able to make up the inadequate light duration The optimal growth temperature is around 19 °C ( a ) ( b ) Sustainability 2016 , 8 , 477 8 of 11 ( c ) Fig ure 2. Biomass yield in 3 D response surfaces ( a ) effects of temperature and light intensity ( X 3 = 14.5 h/day); ( b ) effects of temperature and light duration ( X 2 = 651 μ mol ∙ m − 2 s − 1 ); and ( c ) effects of light duration and light intensity ( X 1 = 18.4 °C) 3.3. Estimation of Annual Biomass Yield of C Debaryana Following scenario was used to estimate the annual biomass yield of C. debaryana under local weather conditions: Algae were grown in a race ‐ way pond of 10 acres with 20 cm water depth, and harvested at a rate of 5 cm ( i.e. , 2000 m 3 ) per day Algae were not grown during December, January, and February When comparing different scenarios, the baseline was the technical objectives that were reported by US National Laboratories [32] These technical objectives are (1) the algal productivity is assumed to reach 25 g/m 2 /day; (2) cell concentration is 0.5 g/L ( i.e. , algal growth rate is 0.125 g/L/day); (3) lipid content of algae is 25%; and (4) N and P demands are 8.7% and 1.3% of dry algae, respectively The calculation results are summarized in Table 5 According to the technical objectives that were proposed by US government agencies, a race ‐ way pond of 10 acres could produce algal biomass at a yield of 30.7 tonnes/month or 369 tonnes/year If C. debaryana was grown under NC weather conditions, the growth rate would be between 0.029 and 0.067 g/L/day, resulting an annual biomass yield of 113 tonnes/year The annual biomass yield obtained using C. debaryana is at least three times less than the objectives proposed by agencies In order to improve the sustainable production of algal biomass in North Carolina, this study provided following information: (1) As a native species, C. debaryana could stand local cold weather, and remain fast ‐ growing around 15 °C If a covered photobioreactor system with temperature controll was applied, the year ‐ round production of algal biomass could be realized and improved (2) A nearby CO 2 source will be a perk for the biomass production, because a 5 vol % supply increased the biomass yields of C. debaryana by three times 3.4. Evaluation of the Potential of Biomass and Biofuel Production Scenarios are summarized in Table 6 Scenario 1 is the baseline scenario that used the technical objectives proposed by US government agencies As described in the Materials and Method section, annual swine wastewater production in NC was assumed to be 10.1 million m 3 /year, and algae were grown continuously in the raceway ponds at a growth rate of 0.125 g/L/day to treat this amount of wastewater The harvest mode of algae was to collect the top 5 cm of algal broth every day Treating 10.1 million m 3 of wastewater required 137 acres, and annual algal biomass production could reach 5048 tonnes/year, yielding algal oil of 1010 tonnes/year Nitrogen and phosphorus removals from swine wastewater would be 439 and 65.5 tonnes/year, respectively Figure 2. Biomass yield in 3 D response surfaces ( a ) effects of temperature and light intensity ( X 3 = 14.5 h/day); ( b ) effects of temperature and light duration ( X 2 = 651 µ mol ¨ m ´ 2 s ´ 1 ); and ( c ) effects of light duration and light intensity ( X 1 = 18.4 ˝ C) Three-dimension (3 D) response surfaces were performed to elucidate mutual effects of the experimental variables on the response (Figure 2 ). The results confirmed that the interaction of temperature-light duration was significant. A higher light intensity may be able to make up the inadequate light duration. The optimal growth temperature is around 19 ˝ C 3.3. Estimation of Annual Biomass Yield of C. Debaryana Following scenario was used to estimate the annual biomass yield of C. debaryana under local weather conditions: Algae were grown in a race-way pond of 10 acres with 20 cm water depth, and harvested at a rate of 5 cm ( i.e , 2000 m 3 ) per day. Algae were not grown during December, January, and February When comparing different scenarios, the baseline was the technical objectives that were reported by US National Laboratories [ 32 ]. These technical objectives are (1) the algal productivity is assumed to reach 25 g/m 2 /day; (2) cell concentration is 0.5 g/L ( i.e , algal growth rate is 0.125 g/L/day); (3) lipid content of algae is 25%; and (4) N and P demands are 8.7% and 1.3% of dry algae, respectively The calculation results are summarized in Table 5 . According to the technical objectives that were proposed by US government agencies, a race-way pond of 10 acres could produce algal biomass at a yield of 30.7 tonnes/month or 369 tonnes/year. If C. debaryana was grown under NC weather conditions, the growth rate would be between 0.029 and 0.067 g/L/day, resulting an annual biomass yield of 113 tonnes/year. The annual biomass yield obtained using C. debaryana is at least three times less than the objectives proposed by agencies.

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[Summary: This page suggests improvements for sustainable algal biomass production in North Carolina, such as using covered photobioreactors for year-round production and utilizing nearby CO2 sources. It evaluates biomass and biofuel production potential under different scenarios, including baseline and experimental conditions.]

Sustainability 2016 , 8 , 477 9 of 12 In order to improve the sustainable production of algal biomass in North Carolina, this study provided following information: (1) As a native species, C. debaryana could stand local cold weather, and remain fast-growing around 15 ˝ C. If a covered photobioreactor system with temperature controll was applied, the year-round production of algal biomass could be realized and improved (2) A nearby CO 2 source will be a perk for the biomass production, because a 5 vol % supply increased the biomass yields of C. debaryana by three times 3.4. Evaluation of the Potential of Biomass and Biofuel Production Scenarios are summarized in Table 6 . Scenario 1 is the baseline scenario that used the technical objectives proposed by US government agencies. As described in the Materials and Method section, annual swine wastewater production in NC was assumed to be 10.1 million m 3 /year, and algae were grown continuously in the raceway ponds at a growth rate of 0.125 g/L/day to treat this amount of wastewater. The harvest mode of algae was to collect the top 5 cm of algal broth every day. Treating 10.1 million m 3 of wastewater required 137 acres, and annual algal biomass production could reach 5048 tonnes/year, yielding algal oil of 1010 tonnes/year. Nitrogen and phosphorus removals from swine wastewater would be 439 and 65.5 tonnes/year, respectively Table 6. Evaluation of the potential of biomass and biofuel production from C. debaryana Scenario Baseline This Study Lower Growth Rate with New Culture/Harvest Mode Lower Growth Rate with Limited Area Algal growth rate 0.125 g/L/day 0.07 g/L/day ( i.e , 1 g/L per two weeks) 0.07 g/L/day 0.07 g/L/day Harvest mode 0.05 m depth/day A complete harvest every 2 weeks 0.05 m depth/day 0.05 m depth/day Required area (acre) 137 acres 485 acres 485 acres 137 acres Algal biomass (tonnes/year) 5048 10,095 10,468 2957 Algal oil (tonnes/year) 1010 (25% of biomass) 2020 (20% of biomass) 2094 (20% of biomass) 565 (20% of biomass) Removed N (tonnes/year) 439 554–908 574–941 162–266 Removed P (tonnes/year) 65.6 484–898 502–930 141–263 Scenario 2 is based on the experimental information that was obtained from this study and [ 15 ]. Algal culture was operated at the batch mode, and the biomass yield normally could reach 1 g/L within two weeks, giving a growth rate of 0.07 g/L/day. Algae were harvested every two weeks In order to treat 10.1 million ¨ m 3 wastewater, this scenario required 485 acres of ponds, which is 3.54 times more than that of Scenario 1. Since the lipid content of C. debaryana is ~20% (wt) of total dry biomass, the algal oil production would be 2020 tonnes/year. Annually, 554–908 tonnes of nitrogen and 484–898 tonnes of phosphorus could be removed from swine wastewater Scenario 3 assumed that the area of ponds was 485 acres, but algae were harvested daily and new wastewater was added at the same rate. With these assumptions, biomass yield was slightly higher than that of Scenario 2. The results indicated that the fed-batch mode of operation might be better than the batch mode Scenario 4 adopted the fed-batch mode of operation, but the area of ponds were set to be equal to the baseline scenario ( i.e , 137 acres). Since the growth rate C. debaryana is slower than the assumed value in Scenario 1, both biomass and oil production were lower than those of Scenario 1. However, phosphorus removal is higher than the baseline scenario, the possible reasons are different species or assumptions used.

[[[ p. 10 ]]]

[Summary: This page analyzes the potential of algal biomass production based on different algal growth rates, concluding that sustainable production is a critical barrier in algal research. It summarizes findings on light saturation, optimal growth temperature, and the impact of CO2 supplementation on C. debaryana growth.]

Sustainability 2016 , 8 , 477 10 of 12 Scenario 5 was developed from the Scenario 3. Because C. debaryana only shows a moderate growth rate among algal strains isolated from the swine wastewater lagoon [ 15 ], it is assumed that swine wastewater was treated by growing algal species A and B that have a 50% higher and lower growth rate than C. debaryana ( i.e , 0.105 g/L/day and 0.035 g/L/day), respectively. If the same area of 485 acres was used for wastewater treatment, these two algae will yield biomass of 15,702 and 5234 tonnes/year, respectively. These numbers gave an idea how the algal growth rate might affect the annual algal biomass productivity 4. Conclusions Sustainable production is one of the critical barriers in the algal research. In order to solve this problem, Chlamydomonas debaryana AT 24 was grown in swine wastewater under various environmental conditions, and the results were further used to analyze the potential of algal biomass/biofuels production in North Carolina, USA. For this paper, it was found that (1) there was an apparent light saturation effect on the growth of this microalga; (2) the optimal growth temperature was ~19 ˝ C; and (3) the biomass yields were almost triplicated by the excess CO 2 supplement. The biomass production was further optimized using the factorial experimental design, and the results were fitted with a regression quadratic model (R 2 = 0.9706). The highest algal biomass yield (Y) was found to be 1.21 g/L with this model, when the temperature, light intensity, and light duration were 18.4 ˝ C, 651 µ mol ¨ m ´ 2 s ´ 1 , and 24 h/day, respectively. The factors of cultivation temperature, light duration, the interaction of light intensity-light duration, and the quadratic effect of temperature were statistically significant Growing C. debaryana in a 10-acre pond on swine wastewater under NC weather conditions was estimated to yield algal biomass of 113 tonnes/year, which is three times lower than the objective set by US government agencies. Based on information obtained through this study, both better designed photobioreactor system and a nearby CO 2 source could help improve algal biomass production in North Carolina Further evaluating the potential of algal biomass and biofuels production showed that, if all swine wastewater generated in NC was treated with this alga, it will require 137–485 acres of ponds, yielding biomass of 5048–10,468 tonnes/year and algal oil of 1010–2094 tonnes/year. The required area is mainly dependent on the growth rate of the algal species Supplementary Materials: The following are available online at www.mdpi.com/2071-1050/8/5/477/s 1, Table S 1: Inventory data for estimation of algal biomass production from swine wastewater, Table S 2: Nutrients removal by C. debaryana AT 24 after 15–30 days culture Acknowledgments: This publication was made possible by Grant Number NC.X 2013-38821-21141 and NC.X-294-5-15-130-1 from the U.S. Department of Agriculture (USDA-NIFA). Its contents are solely the responsibility of the authors and do not necessarily represent the official views of the National Institute of Food and Agriculture Author Contributions: For research articles with several authors, a short paragraph specifying their individual contributions must be provided. The following statements should be used “Bo Zhang and Lijun Wang conceived and designed the experiments; Bo Zhang, Bilal A. Riddick, Rui Li, Nana Abayie Boakye-Boaten, and Justin R. Able performed the experiments; Bo Zhang and Lijun Wang analyzed the data; Abolghasem Shahbazi contributed reagents/materials/analysis tools; Bo Zhang and Lijun Wang wrote the paper Conflicts of Interest: The authors declare no conflict of interest. The founding sponsors had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, and in the decision to publish the results References 1 Santacesaria, E. What future for the renewable energy Trends Renew. Energy 2015 , 1 , 57–58. [ CrossRef ] 2 Xian, M. Recent development of bioenergy and biorefinery in china Trends Renew. Energy 2015 , 1 , 129–130 [ CrossRef ] 3 Chisti, Y. Biodiesel from microalgae Biotechnol. Adv 2007 , 25 , 294–306. [ CrossRef ] [ PubMed ]

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[Summary: This page lists references used in the study, covering topics such as biodiesel production from microalgae, wastewater treatment, and algal biofuels strategy. It acknowledges funding sources and details author contributions to the research, including experimental design, data analysis, and manuscript writing.]

Sustainability 2016 , 8 , 477 11 of 12 4 Hasan, R.; Zhang, B.; Wang, L. Microalgae for biodiesel production and waste water treatment. In Biomass Processing, Conversion and Biorefinery ; Zhang, B., Wang, Y., Eds.; Nova Science Publishers, Inc.: Hauppauge, New York, NY, USA, 2013; pp. 277–288 5 Sutherland, D.L.; Howard-Williams, C.; Turnbull, M.H.; Broady, P.A.; Craggs, R.J. Enhancing microalgal photosynthesis and productivity in wastewater treatment high rate algal ponds for biofuel production Bioresour. Technol 2015 , 184 , 222–229. [ CrossRef ] [ PubMed ] 6 Picardo, M.; de Medeiros, J.; Monteiro, J.; Chaloub, R.; Giordano, M.; de Queiroz Fernandes Araújo, O A methodology for screening of microalgae as a decision making tool for energy and green chemical process applications Clean Technol. Environ. Policy 2013 , 15 , 275–291. [ CrossRef ] 7 Department of Energy Office of Energy Efficiency and Renewable Energy. Algal Biofuels Strategy. In Proceedings of the Algal Biofuels Strategy Workshop, Charleston, SC, USA, 26–27 March 2014 8 Cheng, D.; Wang, L.; Shahbazi, A.; Xiu, S.; Zhang, B. Catalytic cracking of crude bio-oil from glycerol-assisted liquefaction of swine manure Energy Convers. Manag 2014 , 87 , 378–384. [ CrossRef ] 9 US EPA. Agstar-Anaerobic Digestion on Swine Operations. Available online: http://www.epa.gov/ outreach/agstar/anaerobic/swine.html (accessed on 15 July 2015) 10 Aillery, M.; Gollehon, N.; Johansson, R.; Kaplan, J.; Key, N.; Ribaudo, M Managing Manure to Improve air and Water Quality ; US Department of Agriculture, Economic Research Service: Washington, DC, USA, 2005 11 Correll, D.L. Role of phosphorus in the eutrophication of receiving waters: A review Environ. Qual 1998 , 27 , 261–266. [ CrossRef ] 12 Christenson, L. Algal Biofilm Production and Harvesting System for Wastewater Treatment with Biofuels By-Products. Master’s Thesis, Utah State University, Logan, UT, USA, 2011 13 Christenson, L.; Sims, R. Production and harvesting of microalgae for wastewater treatment, biofuels, and bioproducts Biotechnol. Adv 2011 , 29 , 686–702. [ CrossRef ] [ PubMed ] 14 Chen, P.; Min, M.; Chen, Y.; Wang, L.; Li, Y.; Chen, Q.; Wang, C.; Wan, Y.; Wang, X.; Cheng, Y.; et al Review of the biological and engineering aspects of algae to fuels approach Int. J. Agric. Biol. Eng 2009 , 2 , 1–30 15 Zhang, B.; Wang, L.; Hasan, R.; Shahbazi, A. Characterization of a native algae species chlamydomonas debaryana: Strain selection, bioremediation ability, and lipid characterization BioResouces 2014 , 9 , 6130–6140 [ CrossRef ] 16 Hasan, R.; Zhang, B.; Wang, L.; Shahbazi, A. Bioremediation of swine wastewater and biodiesel production by using chlorella vulgaris, chlamydomonas reinhardtii, and chlamydomonas debaryana J. Pet. Environ Biotechnol 2014 , 5 , 175. [ CrossRef ] 17 LaMotte. Lamotte Smart 3 Colorimeter Operator’s Manual. Available online: http://www.geotechenv.com/ Manuals/LaMotte_Manuals/smart 3_colorimeter_operators_manual.pdf (accessed on 12 May 2016) 18 Techapun, C.; Charoenrat, T.; Watanabe, M.; Sasaki, K.; Poosaran, N. Optimization of thermostable and alkaline-tolerant cellulase-free xylanase production from agricultural waste by thermotolerant streptomyces sp. Ab 106, using the central composite experimental design Biochem. Eng. J 2002 , 12 , 99–105. [ CrossRef ] 19 Xie, T.; Sun, Y.; Du, K.; Liang, B.; Cheng, R.; Zhang, Y. Optimization of heterotrophic cultivation of chlorella sp. For oil production Bioresour. Technol 2012 , 118 , 235–242. [ CrossRef ] [ PubMed ] 20 Wu, X.; Merchuk, J.C. Simulation of algae growth in a bench scale internal loop airlift reactor Chem. Eng. Sci 2004 , 59 , 2899–2912. [ CrossRef ] 21 WeatherSpark Average Weather for Greensboro, North Carolina, USA. Available online: https:// weatherspark.com/averages/30409/Greensboro-North-Carolina-United-States (accessed on 12 May 2016) 22 Wikipedia. Climate of North Carolina. Available online: http://en.wikipedia.org/wiki/Climate_of_North_ Carolina (accessed on 12 May 2016) 23 USDA. U.S. Hogs and Pigs Inventory Down 2 Percent. Available online: http://www.nass.usda.gov/ Newsroom/2014/09_26_2014.php (accessed on 12 May 2016) 24 Deutsche Gesellschaft für Sonnenenergie; ECOFYS (Firm) Planning and Installing Bioenergy Systems: A Guide for Installers, Architects, and Engineers ; Routledge: New York, NY, USA, 2004 25 Carvalho, A.; Silva, S.; Baptista, J.; Malcata, F.X. Light requirements in microalgal photobioreactors: An overview of biophotonic aspects Appl. Microbiol. Biotechnol 2011 , 89 , 1275–1288. [ CrossRef ] [ PubMed ] 26 Shin, J.-H.; Lee, S.-M.; Jung, J.-Y.; Chung, Y.-C.; Noh, S.-H. Enhanced cod and nitrogen removals for the treatment of swine wastewater by combining submerged membrane bioreactor (mbr) and anaerobic upflow bed filter (aubf) reactor Process Biochem 2005 , 40 , 3769–3776. [ CrossRef ]

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[Summary: This page continues the list of references, citing works related to biorefinery, ammonia volatilization, and wastewater treatment. It concludes with the copyright information for the article, stating it is an open access article distributed under the Creative Commons Attribution license.]

Sustainability 2016 , 8 , 477 12 of 12 27 Rahman, Q.M.; Wang, L.; Zhang, B.; Xiu, S.; Shahbazi, A. Green biorefinery of fresh cattail for microalgal culture and ethanol production Bioresour. Technol 2015 , 185 , 436–440. [ CrossRef ] [ PubMed ] 28 Poach, M.; Hunt, P.; Sadler, E.; Matheny, T.; Johnson, M.; Stone, K.; Humenik, F.; Rice, J. Ammonia volatilization from constructed wetlands that treat swine wastewater Trans. ASAE 2002 , 45 , 619. [ CrossRef ] 29 University of Wisconsin. Chemical Oxygen Demand. Available online: http://www.chem.wisc.edu/ courses/116/OtherDoc/Labs/COD_Lab.pdf (accessed on 19 April 2016) 30 Li, R.; Zhang, B.; Xiu, S.; Wang, H.; Boaten, N.A.B.; Holmes, B.M.; Wang, L.; Shahbazi, A. Characteristics of pine gasification ash and its effects on chlamydomonas debaryana growth BioResources 2016 , 11 , 1919–1929 [ CrossRef ] 31 Grady, C.L., Jr.; Daigger, G.T.; Love, N.G.; Filipe, C.D Biological Wastewater Treatment ; CRC Press: Boca Raton, FL, USA, 2011 32 Davis, R.; Fishman, D.; Frank, E.; Wigmosta, M.; Aden, A.; Coleman, A.; Pienkos, P.; Skaggs, R.; Venteris, E.; Wang, M Renewable Diesel from Algal Lipids: An Integrated Baseline for Cost, Emissions, and Resource Potential from a Harmonized Model ; Argonne National Laboratory: Argonne, IL, USA, 2012 © 2016 by the authors; licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC-BY) license (http://creativecommons.org/licenses/by/4.0/).

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