Nutrient Recovery from Source-Separated Wastewaters by Integration of Blackwater Treatment with Urban Farming: Characterization of Process and Products

Total Page:16

File Type:pdf, Size:1020Kb

Nutrient Recovery from Source-Separated Wastewaters by Integration of Blackwater Treatment with Urban Farming: Characterization of Process and Products Nutrient recovery from source-separated wastewaters by integration of blackwater treatment with urban farming: Characterization of process and products Dissertation zur Erlangung des Grades Doktor-Ingenieur der Fakultät für Maschinenbau der Ruhr-Universität Bochum von Victor Takazi Katayama aus São Paulo, Brasilien Bochum 2018 Dissertation eingereicht am: 12.11.2018 Tag der mündlichen Prüfung: 01.02.2019 Erstgutachter: Prof. Dr.-Ing. Görge Deerberg Zweitgutachter: Univ.-Prof. Dr.-Ing. Jörg Londong ABSTRACT The reuse of treated wastewater in agriculture is one of the most employed approaches for wastewater reclamation. In arid and semi-arid regions facing conditions of water stress, a large share of treated effluents is already used for irrigation of croplands. Although usually driven by the primary goal of recovering water, this wastewater reclamation approach has also been demonstrated to be an effective way to recycle nutrients. Urban farming opens up the possibility of applying this form of direct nutrient recovery to small-scale decentralized wastewater treatment systems. The on-site integration of food production and wastewater treatment shows particular promise in the context of the reclamation of source-separated domestic wastewater streams such as blackwater or urine, which are rich in nutrients and account for the majority of the nitrogen, phosphorus and potassium load in domestic wastewater. The overarching goal of this thesis is to provide insight into technical aspects that are crucial to determine the effectiveness of this decentralized nutrient recovery approach, and focuses on aspects related both to the processing of the wastewater as well as the agronomic use of the resulting product as a fertilizer. Technical and health risk related aspects regarding the integration of a hydroponic urban farm with an on-site MBR-based blackwater treatment system were assessed. Key factors were identified as critical for the successful implementation of the system studied here. Firstly, there is the discrepancy between the physicochemical characteristics of blackwater and the composition requirements of a nutrient solution adequate for use in hydroponic cultivation systems. Of highest relevance in this regard is blackwater’s nitrogen content profile, which is characterized by the predominance of ammoniacal nitrogen. This is diametrically opposite to what is considered ideal for hydroponic nutrient solutions, which contain primarily nitrate as nitrogen source. This mismatch is highly consequential for the design of the treatment process. Due to the low alkalinity-to-TAN ratio of blackwater, the full nitrification of its nitrogen load requires the dosing of an external alkalinity source, which itself might compromise the effluent’s quality in terms of its intended use as a nutrient solution. Another import aspect to be considered is the area requirements. The nutrient recovery of source-separated wastewaters by the direct use of treated effluents in urban farming is fundamentally limited by farming area requirements. In urban areas, where population density is high and available surface area is scarce, the scale-up of such a scheme would face enormous challenges. Finally, the impact of organic micropollutants on the objective and perceived quality of the produce cannot be understated. Such compounds were measured in substantial amounts in biologically treated blackwater, and were taken up in the edible parts. Even though the health risks associated to the micropollutant levels observed in the vegetables produced with BTP effluent are found to be low, it is likely that the presence of those contaminants would have a negative impact in the consumer perception of those products and limit their value if they were taken to market. Despite of those issues, conceptually the system investigated here represents a very rational solution for the supply of recycled fertilizer for urban farms. In a future where urban farming plays a larger role in the food security of cities, such system would not only supply fertilizer for food production, but, from the wastewater treatment perspective, also act as satellite systems that reduce the nutrient and COD loads to centralized wastewater treatment plants, allowing the existing plant footprints to be reallocated to other purposes, such as quaternary treatment for removal of micropollutants, for instance. ACKNOWLEDGEMENTS First and foremost I would like to thank Dennis Schlehuber, Annette Somborn-Schulz, the head of our department, Volkmar Keuter, and my supervisor, Prof. Görge Deerberg, for the support they gave me in the many times I hit the bumps and ruts on the road to the completion of my thesis, which more often than not felt like boulders and craters. Deep gratitude also goes to «Science without Borders», the scholarship program funded by the Brazilian Federal Government, via CAPES («Coordenação de Aperfeiçoamento de Pessoal de Ensino Superior»), which made my stay in Germany possible. The Brazilian people can rest assured that this seed will come to fruition to the benefit of our country. On the Berlin front, my gratitude goes to Erwin Nolde, Holger Sack, Carsten Beneker and Nora Kaup, the keepers of Roof-Water Farm’s water recycling sanctuary – may the greywater flow and bring you good fortune in the future and beyond. I am deeply indebted to Janine Dinske and her troops, who kept our project’s greenhouse humming through hell and high water (quite literally). Without her work, no lettuce and cucumber would be there to be spoken of. Praise also goes to Christina Senge of the TU Berlin’s Environmental Process Engineering department for all the patience and care in supporting our numerous master’s students during their time in the lab. I would also like to thank the Prof. Dr. Thorsten Reemtsma, Dr. Monika Möder and Hilke Maas of the Center for Environmental Research – UFZ for their analysis of organic micropollutants in the effluent of our blackwater treatment plant and in the produce grown in our experimental greenhouse. Without your support, one of the key parts of my work would be all loose ends. Last but not least, my eternal gratitude to the loving Joanna “Moskito” Rabizo for helping me weather the stormy last year of my PhD, when push came to shove and it was either the thesis’ way or the highway. Victor Takazi Katayama February 2019 TABLE OF CONTENTS 1 Introduction .................................................................................................................. 1 2 Scope of the thesis ....................................................................................................... 3 3 Literature review .......................................................................................................... 4 3.1 Mineral nutrition of plants .............................................................................................. 4 3.2 Micropollutants ............................................................................................................... 12 4 Blackwater treatment system ..................................................................................... 18 4.1 Introduction .................................................................................................................... 18 4.2 Materials and Methods ................................................................................................... 18 4.2.1 Description of the blackwater treatment system ....................................................... 18 4.2.2 Blackwater characterization .................................................................................. 20 4.3 Results and Discussion .................................................................................................. 23 4.3.1 Characterization of raw blackwater .......................................................................... 23 4.3.2 Settling tank ................................................................................................................ 31 4.3.3 Analysis of the pH buffering capacity of settled blackwater ..................................... 33 4.3.4 MBR operation and effluent quality ...................................................................... 36 4.4 Conclusion...................................................................................................................... 54 5 Use of blackwater treatment effluent in vegetable production system ................... 55 5.1 Introduction ................................................................................................................... 55 5.2 Material and Methods.................................................................................................... 56 5.3 Results and Discussion .................................................................................................. 57 5.3.1 Lettuce ........................................................................................................................ 58 5.3.2 Cucumber ................................................................................................................... 62 5.4 Conclusion...................................................................................................................... 66 6 Micropollutants in BTP effluent and their uptake by crops .................................... 67 6.1 Introduction ................................................................................................................... 67 6.2 Material and methods ...................................................................................................
Recommended publications
  • Guidelines for Using Urine and Blackwater Diversion Systems in Single-Family Homes
    FOR PROTECTION OF THE BALTIC SEA ENVIRONMENT Guidelines for Using Urine and Blackwater Diversion Systems in Single-Family Homes Author: Maria Lennartsson & Peter Ridderstolpe Editor: Gunnar Norén, Executive Secretary, Coalition Clean Baltic Language: Carl Etnier and Diana Chace This brochure discusses two different systems for ecological sanitation in single family homes: urine diversion and blackwater diversion. It presents practical information and technical guidelines for installing and operating the systems, as well as for using urine and blackwater in agriculture. Introduction The primary purpose of a wastewater system is to provide a good sanitary environment in and around the home. This can be done in many different ways. A common solution for single-family homes outside urban areas has been to infiltrate the wastewater into the ground, after treatment in a septic tank. This is safe as long as the wastewater is discharged below the surface, and soil conditions and groundwater levels are appropriate. In the last decade, it has become more common to view wastewater as a resource. In the first place, water itself is regarded as a limited resource. Also, there is increased recognition that the nutrients in wastewater can be recycled through agriculture if the material can be properly disinfected. This has led to the development of new wastewater technologies, including source-separating systems in which either urine or blackwater (urine + feces) is collected separately. In this way, between 70 and 90% of all the nutrients in wastewater can be collected and used in agriculture. We will use the term ecological sanitation to describe this method of closing nutrient loops.
    [Show full text]
  • Faecal Sludge)
    SFD Manual – Volume 1 and 2 Version 2.0 I Last updated: April 2018 ©Copyright All SFD Promotion Initiative materials are freely available following the open-source concept for capacity development and non-profit use, so long as proper acknowledgement of the source is made when used. Users should always give credit in citations to the original author, source and copyright holder. The complete Manual for SFD Production and SFD Reports are available from: www.sfd.susana.org Contents Volume 1 1. Introduction ............................................................................................................................... 2 1.1. Purpose of this manual ..................................................................................................... 3 2. Key definitions of the SFD-PI ................................................................................................... 3 3. Levels of SFD Report ............................................................................................................... 5 3.1. ‘Level 1’ - Initial SFD ......................................................................................................... 6 3.2. ‘Level 2’ - Intermediate SFD ............................................................................................. 6 3.3. ‘Level 3’ - Comprehensive SFD ........................................................................................ 6 3.4. SFD Lite ...........................................................................................................................
    [Show full text]
  • Lesson B1 RESOURCE MANAGEMENT SANITATION
    EMW ATER E -LEARNING COURSE PROJECT FUNDED BY THE EUROPEAN UNION LESSON A1: C HARACTERISTIC , A NALYTIC AND SAMPLING OF WASTEWATER Lesson B1 RESOURCE MANAGEMENT SANITATION Authors: Holger Gulyas Deepak Raj Gajurel Ralf Otterpohl Institute of Wastewater Management Hamburg University of Technology Hamburg, Germany Revised by Dr. Yavuz Özoguz data-quest Suchi & Berg GmbH Keywords Anaerobic digestion, Bio-gas, Black water, Brown water, Composting/Vermicomposting, Composting/dehydrating toilet, Ecological sanitation, Grey water, Rottebehaelter, Sorting toilet, Vacuum toilet, Yellow water, EMW ATER E -LEARNING COURSE PROJECT FUNDED BY THE EUROPEAN UNION LESSON A1: C HARACTERISTIC , A NALYTIC AND SAMPLING OF WASTEWATER Table of content 1. Material flows in domestic wastewater....................................................................4 1.1 Different sources..................................................................................................4 1.2 Characteristics of different streams...................................................................4 1.3 Yellow water as fertilizer .....................................................................................6 1.4 Brown water as soil conditioner.........................................................................8 2. Conventional sanitation systems and their limitations..........................................9 3. Conventional decentralised sanitation systems – benefits and limitations.......12 4. Resource Management Sanitation .........................................................................14
    [Show full text]
  • Water Management
    Water Management Freshwater on a ship is a precious commodity. We go to great efforts to ensure it is used most efficiently and treated properly. On average, we produced 90% of our fresh water on board via desalination or reverse osmosis. water salt water Efficiencies Our average guest Condensation from like aerators, low-flow water consumption is air conditioning units showerheads, reduced flow 66 gallonssemi permeable per day membrane is collected and then used dishwashers and laundry — 34 gallons less than in laundry areas. equipment help us reduce the U.S. average. water consumption. HOW WE PROVIDE POTABLE (FRESH) WATER Onboard, fresh, or potable, water is used for drinking, showers, sinks, toilets, galleys, pools and spas and is obtained in one of three ways: 1. Desalination: This system boils and evaporates seawater which is then condensed into fresh water. While this process requires high levels of energy, we repurpose our engine waste heat or steam from exhaust gas boilers to heat the water for this process. 2. Reverse Osmosis: This system creates fresh water by pumping seawater at very high pressure through a filter or semi-permeable membrane that only allows water molecules to pass through. The newest reverse osmosis systems being installed on our ships require 65% less energy to operate than a few years ago. 3. Bunkering: Fresh water is bunkered (sourced locally) only where our use will not stress the local community from a social, health, or environmental perspective. 2020 ROYAL CARIBBEAN GROUP SUSTAINABILITY REPORT | FACT SHEET Water Management HOW WE HANDLE WASTEWATER INFLUENT Wastewater on board is handled much like it would on land ACCOMMODATIONS LAUNDRY GALLEY PULPER BLACKWATER through a water treatment plant.
    [Show full text]
  • City of Portales Review of Water Supply Options
    CITY OF PORTALES REVIEW OF WATER SUPPLY OPTIONS Prepared for City of Portales Prepared by Charles R. Wilson, Consultant, LLC Santa Fe, New Mexico November 2013 Executive Summary This report presents an overview of optional sources of municipal water supply to supplement Portales’ current supply from the Blackwater Wellfield. Consideration has been given to obtaining supplemental supplies from shallow groundwater, deep groundwater, and surface water from Ute Reservoir. In addition, the report reviews alternatives for reducing water demands including wastewater recycling as well as other water conservation measures. Shallow Groundwater. Shallow groundwater from the Ogallala Aquifer in the vicinity of Portales does not provide a sustainable supply for municipal use. It has become limited in quantity and the City’s Blackwater Wellfield may be unable to support the current rate of use within 10 to 15 years. In the longer term, shallow groundwater can only be considered as a low yield, emergency water source. However, the aquifer could be used to store excess water when available from other sources, such as Ute Reservoir. Deep Groundwater. Deep groundwater from below the Ogallala Aquifer is not a promising water supply alternative for east-central New Mexico. Any water that could be available from this source would be expensive to access, of low quality, and likely also of low quantity. Further, deep groundwater would not be a renewable source of supply. nPursuit of deep groundwater in the Roosevelt – Curry County area would be costly, have a high probability of failure, and is not recommended at this time. Ute Reservoir. A surface water supply from Ute Reservoir on the Canadian River is the only available alternative that would provide Portales with a demonstrated, renewable water supply in sufficient quantity for municipal use.
    [Show full text]
  • Groundwater Recharge in Texas
    Groundwater Recharge in Texas Bridget R. Scanlon, Alan Dutton, Bureau of Economic Geology, The University of Texas at Austin, and Marios Sophocleous, Kansas Geological Survey, Lawrence, KS 1 Abstract ............................................................................................................................... 4 Introduction......................................................................................................................... 5 Techniques for Estimating Recharge .................................................................................. 6 Water Budget .................................................................................................................. 6 Recharge Estimation Techniques Based on Surface-Water Studies............................... 7 Physical Techniques.................................................................................................... 7 Tracer Techniques....................................................................................................... 9 Numerical Modeling ................................................................................................. 10 Recharge Estimation Techniques Based on Unsaturated-Zone Studies ....................... 10 Physical Techniques.................................................................................................. 10 Tracer Techniques..................................................................................................... 12 Numerical Modeling ................................................................................................
    [Show full text]
  • Anerobic Digestion of Blackwater and Kitchen Refuse
    Hamburger Berichte zur Siedlungswasserwirtschaft 66 Claudia Wendland Anerobic Digestion of Blackwater and Kitchen Refuse Anaerobic Digestion of Blackwater and Kitchen Refuse Vom Promotionsausschuss der Technischen Universität Hamburg-Harburg zur Erlangung des akademischen Grades Doktor-Ingenieur(in) (Dr.-Ing.) genehmigte Dissertation von Claudia Wendland, geb. Diederichs aus Lübeck 2008 Gutachter: Prof. Dr.-Ing. Ralf Otterpohl Prof. Dr.-Ing. Martin Kaltschmitt Prüfungsausschussvorsitzender: Prof. Dr.-Ing. An-Pin Zeng Tag der mündlichen Prüfung: 09. Dezember 2008 II Danksagung Diese Arbeit entstand während meiner Tätigkeit als wissenschaftliche Mitarbeiterin am Institut für Abwasserwirtschaft und Gewässerschutz der Technischen Universität Hamburg-Harburg. Das freundschaftliche, kooperative und kreative Klima am international geprägten Institut waren für mich eine großartige berufliche Erfahrung in fachlicher sowie menschlicher Hinsicht. Herrn Prof. Dr.-Ing. Ralf Otterpohl, TUHH, danke ich für die Möglichkeit der Durchführung der Arbeit und für seine wertvolle Unterstützung. Finanziell gefördert wurde meine Arbeit vom Land Schleswig-Holstein, der Deutschen Bundesstiftung Umwelt und dem MEDA-Water Programm der EU. Mein Dank gilt Herrn Prof. Dr.-Ing. An-Pin Zeng, der kurzfristig den Prüfungsaus- schussvorsitz übernommen hat und Herrn Prof. Dr.-Ing. Martin Kaltschmitt für die Übernahme des Co-Referates. Ohne die Unterstützung aller Mitarbeiter des Institutes für Abwasserwirtschaft und Gewässer- schutz wäre die Arbeit nicht möglich gewesen. Insbesondere danke ich Dr. Joachim Behrendt für die vielen Diskussionen und Ratschläge, Stefan Deegener für seine stete Hilfe bei Aufbau und Betrieb der Versuchsanlage und YuCheng Feng für die sehr gute Zuarbeit bei der mathema- tischen Modellierung. Vielen Dank auch an Dr. Tarek A. Elmitwalli, der mich während seines Forschungsaufenthaltes am Institut mit vielen Hinweisen unterstützt hat.
    [Show full text]
  • Pathogen Removal Options: Emphasizing SOLDIS for the Filtrate of a GSAP Microflush Toilet
    Water and Society II 201 Pathogen removal options: emphasizing SOLDIS for the filtrate of a GSAP Microflush toilet S. Mecca1, B. Pellock2 & R. Bretz1 1Department of Engineering-Physics-Systems, S-Lab, Providence College, USA 2Biology Department, Providence College, USA Abstract The Microflush toilet system, a low-flush off-grid macro-organism enhanced aerobic digester has been prototyped and shown to be an effective toilet solution for rural communities in the tropical developing world. The system rapidly filters solids in the waste stream from liquids – urine and greywater from hand washing. The solids are digested and vermi-composted with e. fetida and other macro-organisms resulting in high mass reduction and pathogen removal. The resulting compost is harvested every 2–3 years. Successful field trials have been conducted on the system. This paper examines options for removing pathogens in the liquid filtrate. SOLDIS including solar thermal, UV and combination processes as well as SOLDIS-enhanced urine-ammonia treatment are examined. Dynamic models for SOLDIS thermal and UV processes have been developed in order to influence and study the effectiveness of alternative designs. Physical, economic and behavioral factors for each option are considered. Successful field trials will result in a virtually closed sustainable on-site sanitation solution with water used for handwashing, the resulting greywater used for micro-flushing, the blackwater processed to remove pathogens and the final solids product used for agriculture or other productive
    [Show full text]
  • Greywater, Blackwater and Clearwater
    Utah State University DigitalCommons@USU Natural Resources Current USU Extension Publications 1-2015 Defining erms:T Greywater, Blackwater and Clearwater Roslynn Brain Utah State University Jeremy Lynch Utah State University Kelly Kopp Utah State University Follow this and additional works at: https://digitalcommons.usu.edu/extension_curnat Part of the Environmental Sciences Commons Recommended Citation Brain, R., Lynch, J., & Kopp, K. * (2015, January). Greywater systems. USU Extension Publication: sustainability2015/01pr. Available at:http://extension.usu.edu/files/publications/publication/ Sustainability_2015-01pr.pdf This Article is brought to you for free and open access by the Current USU Extension Publications at DigitalCommons@USU. It has been accepted for inclusion in Natural Resources by an authorized administrator of DigitalCommons@USU. For more information, please contact [email protected]. Greywater Systems Roslynn Brain, Jeremy Lynch & Kelly Kopp Departments of Environment & Society, and Plants, Soils & Climate: Utah State University Defining Terms: Greywater, Blackwater and Clearwater Why irrigate with treated drinking water when you can meet your irrigation needs through an effective greywater system? What is greywater*? Greywater includes all wastewater generated in the home, except toilet water (which is considered “blackwater”). In Utah, kitchen sink and dishwasher water are also categorized as “blackwater”. Greywater is an abundant resource in both residential and A backyard in Albuquerque, NM, with both a shower
    [Show full text]
  • Planetary Water Recycling Systems Trade Study
    49th International Conference on Environmental Systems ICES-2019-347 7-11 July 2019, Boston, Massachusetts Planetary Water Recycling Systems Trade Study Michael Flynn1 Ames Research Center, Moffett Field, CA, 94925 Ferid Beganovic2, Amanda Delos Reyes3, Carlos Flores4, Soomin Choi5, Josh Hink6 San Jose State University, San Jose, CA, 95192 Long-term planetary space missions present new and unique challenges in life-support systems. Water constitutes the majority of the mass required to sustain human life in space and it follows that efficient water recycling has the potential to lower mission costs. The effect of partial gravity in planetary missions mean that terrestrial systems could be applicable. This trade study evaluates terrestrial and NASA developed water recycling technologies on the basis of applicability as a planetary base water recycling systems. Various bioreactors, membrane reactors, filtration, and district water reclamation systems are investigated and rated based on several standardized parameters. A customer-oriented Quality Function Deployment (QFD) is utilized to analyze the ratings of the technologies for the tasks required. The trade study aims to ranK the various systems based on their Equivalent System Mass (ESM), Technology Readiness Level (TRL), scalability, crew time, and overall logistics requirements, among others. The results of the study can serve as a basis for future inquiries and studies by NASA and other interested parties. The results of this study provide a down selection from 24 systems to 5 systems that trade very close to each other. The results provide a context and justification for a future comparative hardware test program to determine which of these systems offer the best solution.
    [Show full text]
  • Biogas Reactor    2: B Inlet City Neighbourhood Household IOGAS RE ACT OR Biogas Pipe Management Level:    Household Public Shared Slurr Biogas Seal Y
    Applicable to: S.12 Biogas Reactor System 5 Application Level: Management Level: Inputs: Sludge Blackwater Brownwater Organics Household Household Neighbourhood Shared Outputs: Sludge Biogas S12: CityBIOGAS REACTOR Public inlet biogas pipe seal access cover biogas outlet digestate expansion chamber slurry A biogas reactor or anaerobic digester is an an- exerts a pressure and displaces the slurry upward into aerobic treatment technology that produces (a) a an expansion chamber. When the gas is removed, the digested slurry (digestate) that can be used as a slurry flows back into the reactor. The pressure can be fertilizer and (b) biogas that can be used for ener- used to transport the biogas through pipes. In a float- gy. Biogas is a mix of methane, carbon dioxide and ing dome reactor, the dome rises and falls with the other trace gases which can be converted to heat, production and withdrawal of gas. Alternatively, it can electricity or light. expand (like a balloon). To minimize distribution losses, the reactors should be installed close to where the gas A biogas reactor is an airtight chamber that facilitates can be used. the anaerobic degradation of blackwater, sludge, and/ The hydraulic retention time (HRT) in the reactor should or biodegradable waste. It also facilitates the collection be at least 15 days in hot climates and 25 days in tem- of the biogas produced in the fermentation processes perate climates. For highly pathogenic inputs, a HRT of in the reactor. The gas forms in the slurry and collects 60 days should be considered. Normally, biogas reac- at the top of the chamber, mixing the slurry as it rises.
    [Show full text]
  • 1 Terms Commonly Associated with Septic Systems
    Terms commonly associated with septic systems: Please note: some of the following terms are generic while some are precise legal definitions in the State of Washington. Please consult specific rules and regulations of your State and/or local jurisdiction other definitions regarding these and other terms associated with septic systems. A Anaerobic wastewater process: a three step bacterial respiration process that occurs Absorption Area - an area to which in the absence of oxygen. Heterotrophic wastewater is distributed for infiltration to bacteria (which do not require oxygen) the soil. oxidize material to form CO2 and water. The process is more complex than described Absorption Field – see Drainfield. here, involving also autotrophic bacteria and chemical processes in three stages: acid fermentation, acid regression, and alkaline Absorption Trench - a long narrow area fermentation. (excavation) which includes a pipe for the distribution of septic tank effluent. B Additive or septic additive, septic chemical, septic treatment, septic tank additive: A Baffle - a flow deflecting device used in septic additive is a chemical, bacteria, or septic tanks and distribution boxes to inhibit other product sold to be placed into a septic the discharge of floating solids, reduce the tank or septic absorption system, amount of settleable solids that exit, and purportedly to improve the function of the reduce the exit velocity of the wastewater. system, improve drainfield performance, avoid septic tank pumping, or other repair Basal area – the effective surface area or maintenance need. In a normal available to transmit the treated effluent conventional septic system additives are not from the filter media in a mound system into required, are illegal in some jurisdictions, the original receiving soils.
    [Show full text]