Tarek Aziz PhD
Bio
Dr. Tarek Aziz is an Assistant Professor in the Department of Civil, Construction and Environmental Engineering at NC State. Dr. Aziz is interested in research the couples environmental fluid dynamics with biological, chemical, and physical processes in both engineered and natural systems.
Dr. Aziz received his B.S. (2004) and M.S. (2005) degrees in Civil Engineering at Clemson University. He received his Ph.D. in Civil Engineering from NC State (2010). Dr. Aziz spent five years as a teaching assistant professor in the Department of Civil, Construction, and Environmental Engineering at NC State before transitioning to a tenure track assistant professor in 2015. At NC State he teaches CE 382 Hydraulics and CE 297 Introduction to Sustainable Infrastructure.
Education
Ph.D. Civil Engineering North Carolina State University 2010
M.S. Civil Engineering Clemson University 2005
B.S. Civil Engineering Clemson University 2004
Area(s) of Expertise
Dr. Aziz's research focuses on environmental systems where biological, chemical, and/or physical processes are closely coupled to fluid dynamics. Dr. Aziz and his team use field monitoring, lab-based experiments, and numerical modeling to develop solutions and gain insights into both natural and engineered environmental processes. Research topics that Dr. Aziz is working on include studying the effects of artificial mixing on harmful algal blooms and the use of engineered wetlands for the removal of emerging contaminants like pharmaceuticals and personal care products.
Publications
- Degradation of imidacloprid by Phanerodontia chrysosporium on wood chips for stormwater treatment , ENVIRONMENTAL SCIENCE-WATER RESEARCH & TECHNOLOGY (2023)
- Quantification of Ammonium Release from an Aging Free Water Surface Constructed Wetland To Improve Treatment Performance , Journal of Ecological Engineering Design (2023)
- Effects of dissolved organic matter characteristics on the photosensitized degradation of pharmaceuticals in wastewater treatment wetlands , ENVIRONMENTAL SCIENCE-PROCESSES & IMPACTS (2022)
- Exploring nutrient and light limitation of algal production in a shallow turbid reservoir , ENVIRONMENTAL POLLUTION (2020)
- Assessing Vertical Diffusion and Cyanobacteria Bloom Potential in a Shallow Eutrophic Reservoir , LAKE AND RESERVOIR MANAGEMENT (2019)
- Increased loading stress leads to convergence of microbial communities and high methane yields in adapted anaerobic co-digesters , Water Research (2019)
- Dissolved organicmatter processing and photoreactivity in a wastewater treatment constructed wetland , SCIENCE OF THE TOTAL ENVIRONMENT (2018)
- Determination of Biosolids Phosphorus Solubility and Its Relationship to Wastewater Treatment , WATER ENVIRONMENT RESEARCH (2016)
- Using 16S metagenomics to determine microbial population shifts associated with a 336% boost in methane yield during anaerobic co-digestion of grease waste , Proceedings of the Water Environment Federation (2015)
- Municipal solid waste conversion to transportation fuels: a life-cycle estimation of global warming potential and energy consumption , JOURNAL OF CLEANER PRODUCTION (2014)
Grants
The manufacturers of an asphalt rejuvenator product including titanium dioxide (TiO2) nanoparticles for use on road pavements claims the product decreases the net NOx released to the atmosphere from vehicle emissions through an on-road photocatalytic reaction and mitigates the urban heat island (UHI) effect by reflecting solar radiation. The Town of Cary is interested in the potential beneficial aspect of this treatment but would like to explore: (a) the effectiveness of the treatment in reducing NOx emissions,(b) the potential impacts the treatment may have on stormwater runoff from treated pavements, and (c) the potential impacts on ambient air temperature from treated pavements. To address these concerns, we will conduct field research over a year and a half to address the following research questions: 1) Does TiO2 coating of secondary asphalt roads impact near-road NOx concentrations and net emissions from vehicles? 2) Do reactions of NOx from emissions have an appreciable impact on runoff water quality? 3) How does treatment effectiveness vary with environmental conditions (e.g. solar radiation, temperature, humidity) and over time (with repeated measurements)? 4) How does the treatment influence near-road ambient air temperature?
Neonicotinoids are a widely used class of pesticides that have entered surface water, wastewater, and drinking waters in North Carolina and across the country because of stormwater runoff. Neonicotinoids are recalcitrant to traditional treatment processes and pose a significant threat to aquatic ecosystems. Fungal bioremediation is a promising, innovative water treatment process that has been shown to effectively degrade neonicotinoids; however, this new technology has not been fully developed. The proposed project will move fungal bioremediation towards pilot-scale application by elucidating fundamental mechanisms and kinetics of neonicotinoid degradation, using white-rot fungus Phanerochaete chrysosporium immobilized on wood media. After culturing the fungus and establishing its resilience to non-sterile conditions, we will examine ligninolytic and cytochrome p450 enzyme production as a function of fungal growth and look at Michaelis-Menten kinetics to determine which enzymes are responsible for the degradation of the most widely used neonicotinoids (imidacloprid, clothianidin, and thiamethoxam) in a batch reactor. Lastly, after incorporating the results into an agent-based model, we will work with the NC State Engineering Place to develop the model into an explorative tool for youth STEM education.
Wastewater treatment with Anaerobic Ammonium Oxidation (Anammox) holds the promise of significantly reducing energy and chemical costs associated with nitrogen removal from wastewater The Anammox process involves the anaerobic conversion of nitrite to nitrogen gas with ammonium as the electron donor. While used more regularly in side-stream applications, the use of mainstream Anammox is still limited. Most of the challenges associated with widespread application of Anammox for mainstream nitrogen removal involve the Anammox bacteria being outcompeted by other, more robust organisms commonly found in wastewater and utilized for conventional nitrogen removal. However, in addition to process challenges there are also significant costs associated with a change in infrastructure. One novel possibility that may address both challenges would be to convert existing filter infrastructure into tertiary Anammox filters for mainstream nitrogen removal. For the past two years our research team operated a preliminary pilot Anammox filter at the Neuse River Resource Recovery Facility in Raleigh, NC. While the filter showed exciting promise (> 90% TIN removal in some cases), the controlled nature of the influent into our preliminary pilot filter limited the applicability of the results. This study would build on our experience, and push the frontier of research on sustainable nitrogen removal in wastewater treatment. The primary objective of this study is to compare a pilot scale tertiary Anammox filter to a traditional denitrification filter, under a range of realistic operating conditions. We hypothesize that the Anammox filter will lead to significant cost savings while achieving similar or superior results to a traditional denitrification filter.
Nitrogen (N) loading to our streams and rivers has improved since the mid-1990s through management practices that have reduced discharges from stormwater and agricultural sources. However, load reductions to surface waters like the Neuse River have not reached targeted goals, and eutrophication remains a major concern. Problems with N fluxes from our watersheds are expected to continue and worsen. Projected population increase and shifts in precipitation patterns will lead to significant increases in N loads to our surface waters, requiring new management strategies to reduce inputs by an additional 20-30%. Large facilities that treat wastewater for major municipalities are most heavily scrutinized, but what about the hundreds of small towns and communities that do not have advanced wastewater facilities? Often overlooked, the discharge limits for smaller systems for ammonia-nitrogen (NH4-N) are often high (10 mg/L) or even non-existent. Package plants that use aerobic processes to treat wastewater in smaller, rural communities often successfully treat NH4-N to low levels through the process of nitrification, but the effluent contains the byproduct nitrate-nitrogen (NO3-N). Discharge of this form of nitrogen is often similar to loads discharged from agricultural facilities on an areal basis and will continue to contribute to eutrophication problems if left unchecked. To help meet current and future N reduction goals, the time is now to address these often overlooked sources using alternative technologies. Installation of constructed wetlands, known for high N removal potential, placed strategically in the landscape to intercept N from smaller rural wastewater treatment facilities, could be a solution to help NC get closer to its N reduction goals. Constructed wetlands are often used across the country and the world for advanced nitrogen removal from wastewater. In NC, these systems have been successful, but very few are in operation. The objectives of this research and outreach project are 1) to help small towns improve nitrogen removal performance of older existing constructed wetlands and 2) advance the understanding and use of constructed wetlands to remove nitrogen from domestic and municipal wastewater. 3) demonstrate the impact constructed wetlands could have on overall watershed N reduction when coupled with existing wastewater package plants.
In this project, our objective is to monitor photochemical behavior of wastewater effluent in three regional constructed wetlands and perform irradiation experiments wherein we explore the degradability of eight photo-labile emerging concern (CECs). The objective of these efforts is to test the hypothesis that terrestrially influencing effluent streams via vegetated surface flow constructed wetlands modifies effluent dissolved organic matter (DOM) composition to enhance indirect photodegradation of CECs. We will use a suite of spectroscopic and chromatographic techniques to characterize DOM photoreactivity and monitor photo-decay of emerging contaminants. The DOM composition of effluents collected at different locations of field wetlands will be characterized by UV-vis spectra and excitation emission matrix fluorescence spectroscopy (EEMs). Furthermore, photolysis experiments will be developed to compare the photodegradation potential of wetland influenced DOM with wastewater derived DOM. Effluent samples spiked with the selected CECs will be irradiated and monitored for photo-decay by periodically measuring concentrations using an HPLC. These tasks will enable us to connect organic matter characterization and reactive species production to the design and operation of constructed wetlands treating wastewater.
The use of artificial mixing has been proposed as a means of suppressing the formation of algal (phytoplankton) blooms in freshwater and coastal waterbodies. However, there are conflicting reports on the performance of such systems, with sparse data relating to how artificial mixing affects bloom formation in North Carolina (NC) reservoirs. An understanding of the linkages between blooms, artificial mixing, climate variability, and other water quality constituents is critical to effectively managing water supplies and developing useful geo-engineering solutions. In this proposed research we aim to (1) conduct field campaigns in multiple Piedmont reservoirs to measure vertical diffusivity, water quality, and phytoplankton assemblages in natural and artificially mixed conditions, (2) perform statistical (hierarchical) modeling of vertical diffusivity and phytoplankton concentrations to help identify and quantify key biophysical relationships, (3) perform mechanistic water-column modeling to generalize the results obtained in (2), and (4) develop a decision-support tool from the data and analysis performed in objectives (1) ������������������ (3) to predict algal type and abundance under different artificial mixing and background physical and chemical scenarios. Findings from this research will provide new insights into the impacts of both natural and artificial mixing in Piedmont reservoirs, and aid engineers and managers in developing strategies to protect the beneficial uses of these reservoirs.
The use of enhanced circulation has been proposed as a means of suppressing the formation of harmful algal blooms (HABs) in freshwater and coastal waterbodies. At present, there are conflicting reports on the performance of such systems, with sparse data relating to how enhanced circulation affects the biophysical processes controlling bloom formation. In late 2014, the state of North Carolina began a 1.5-year pilot study to determine if a large-scale deployment of solar-powered, surface-layer circulators can reduce algal bloom concentrations on Jordan Lake, a 56 km2 reservoir used for water supply, flood control, and recreation. This geoengineering study represents a rare opportunity to directly investigate how large-scale enhanced circulation affects mixing and algal dynamics in a large waterbody. For this research project, the principle investigators (PIs) will perform a series of field activities to determine how these circulators are affecting physical and biological conditions within the lake. Activities will be conducted in different arms of the lake, representing treatment (circulators present) and control (circulators absent) conditions. Physical measurements will include vertical profiles of temperature micro-structure to infer vertical diffusivity, near-surface current velocities to determine extent of circulation, and wind velocities. Biological measurements will include vertical profiles of chlorophyll (total algae) and phycocyanin (indicating blue-green, cyanobacteria algae). Monitoring will be coordinated with the North Carolina Department of Water Resources, who will be measuring a series of conventional water quality parameters that will also be used in this study. Using the data from these field activities, we will determine how the synergistic impacts of wind speed and artificial circulation affect vertical diffusion within the surface layer, which is expected to be a primary control on algal dynamics. We will further test hypotheses related to how mixing (natural and artificial) affects the abundance and vertical distribution of total chlorophyll and cyanobacteria. Intellectual Merit: At present, characterization of artificial mixing and its effect on phytoplankton community structure has been limited to whole-lake mixing (i.e. destratification), which may be impractical for larger waterbodies. The proposed research represents the first comprehensive characterization of how enhanced surface-layer circulation affects vertical diffusion rates and HABs formation potential. The project takes advantage of a uniquely large deployment of surface-layer circulators, to answer scientific and engineering questions at multiple scales. Overall, the project will help provide critical insight into the potential role of geoengineering as a tool for the abatement of HABs. Broader Impacts: Jordan Lake, like many similar reservoirs around the world, is impaired due to excessive algal growth. The lake provides drinking water to 300,000 people, and it serves as a recreational attraction for many more. The state of North Carolina is presently considering a permanent deployment of circulators for this and other reservoirs. However, there is currently insufficient information to determine when and where this type of geoengineering is likely to be effective. As such, this project will provide critical information to decision makers and the general public, allowing for more informed water resources management. Furthermore, the study will provide data and fundamental insights required to create biophysical models that incorporate the linkages between enhanced circulation and algal dynamics, allowing us to predict the probability of HABs in different water bodies and under different management and climate change scenarios.
Our current WRRI-funded research (ending June 2014) has shown the potential of anaerobic co-digestion of GIW with wastewater-derived biosolids as a value-added disposal option. Our research resulted in several key findings4,5: 1) We achieved the highest methane yield ever reported for co-digestion (0.785 L CH4/g VS added, representing a 336% increase over the baseline). 2) We showed that step feeding as a strategy allows up to 75% (w/w) of volatile solids (VS) without overloading. 3) We demonstrated that high load pulses increased the digester resistance to GIW overloading. 4) Molecular microbial analysis using next generation sequencing is ongoing, but our pulse experiments suggest that changes in acid oxidizing bacterial communities are key. These results directly impact the economic feasibility of operating GIW co-digesters, specifically with respect to maintaining high methane yields. The overall objective of this project is to understand substrate-community interactions to optimize anaerobic co-digestion, particularly to minimize start-up time, and increase process resilience and resistance. The specific objectives are to: (1) Determine the key microbial populations that limit the anaerobic pathway to methane under different stress conditions such as overloading and GIW variability, (2) Influence these populations through active adaptation, and (3) Develop a procedure for producing a high yield yet resilient anaerobic co-digestion system that can be used in full scale applications.
Fat, oil, and grease (FOG) generated at food service establishments pose a threat to public health and the environment by reducing the conveyance capacity of our collection systems and causing sanitary sewer overflows. Grease abatement device pumping is a necessary step to maintain system performance. Presently in North Carolina, FOG waste pumped from the food service industry is treated as septage and either land applied or composted as a soil amendment. The anaerobic co-digestion of grease interceptor waste (GIW) provides a value added disposal option whereby GIW can be used to generate electricity at wastewater treatment facilities. No facilities in North Carolina currently utilize the anaerobic co-digestion of GIW. Preliminary research at NC State has shown the addition of GIW to result in increases in biogas production of up to 317%. The proposed research aims to: (1) Explore the limits to anaerobic co-digestion by varying the composition of GIW, (2) Explore bioreactor process and microbial community that is functionally resilient to variations in FOG loading and (3) Evaluate the quality of co-digested biosolids during experimentation for tasks (1) and (2). Findings from this research will provide guidelines for the sustainable disposal of GIW via anaerobic co-digestion and move wastewater treatment facilities towards renewable energy generation.
Although crop and timber-based biomass have traditionally been viewed as primary choices for biofuel production, recent research suggests that municipal solid waste (MSW) may overcome a number of limitations, such as limited availability and accessibility, as compared to first-generation feedstocks . North Carolinians generate more than 9.9 million tons of MSW per year according to the N.C. Dept. of Environment and Natural Resources. Roughly 60% of this mass consists of paper, plastic, and food scraps that can be converted into biofuels via gasification technologies. If all of the MSW generated in N.C. were directed towards biofuels production, this feedstock would generate 297 million gallons of biofuels (assuming a conservative conversion rate of 50 gal biofuel per ton MSW), which is roughly 5% of the State?s total fuel consumption annually . This quantity would meet half of the state?s 2017 goal to have 10% of liquid fuels come from N.C. produced biofuels. However, the concept of converting MSW into liquid biofuels is relatively new. As a result, the mechanisms and infrastructure needed to make this technology a viable industry are poorly understood. Thus, the primary objectives of this proposal are to: 1. Compare conversion of MSW into biofuels with current methods used to generate electricity/heat from MSW (e.g. landfill gas to energy, waste-to-energy). 2. Summarize MSW management and operational infrastructure and evaluate how it can be used to support needed infrastructure for the biofuels industry. 3. Develop a report that can be used to educate the public and policymakers about the biofuel production feasibility/capability using MSW as a feedstock. To achieve these objectives, the Environmental Research and Education Foundation (EREF) and its partners (NC State University, Maverick Biofuels, Waste Industries) will conduct a meta-analysis to acquire data related to: process conversion efficiencies, processing capacity, environmental metrics, energy production, waste quantity and composition, and geospatial factors (Obj. #1). This data will then be used to examine MSW management infrastructure (Obj. #2) and develop information that can serve as a basis for a plan for integrating the use of MSW as a biofuel feedstock (Obj. #3). Issues such as waste reduction initiatives, shifts in waste composition, and their effect on the suitability of MSW as a biofuel feedstock will be considered. The primary deliverable from this $93,119 project will be a report describing the study findings. The project will be completed in 16 months. The EREF?s stakeholder base represents the majority of the solid waste industry. Thus, the EREF has the ability to leverage these results to support MSW to biofuel conversion technologies in NC and beyond.
Honors and Awards
- NCSU Outstanding Teacher Award Recipient