1 / 24

Combined Schemes; Pros & Cons, or, “when to use”?

MEDAWARE. Combined Schemes; Pros & Cons, or, “when to use”? . Christos Anastasiou, PhD Department of Civil & Environmental Engineering Faculty of Engineering & Architecture. Outline. “Definition” of a “Combined Scheme” Combination of Treatment Methods Co-treatment of Wastewaters

jude
Download Presentation

Combined Schemes; Pros & Cons, or, “when to use”?

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. MEDAWARE Combined Schemes; Pros & Cons,or, “when to use”? Christos Anastasiou, PhD Department of Civil & Environmental Engineering Faculty of Engineering & Architecture

  2. Outline • “Definition” of a “Combined Scheme” • Combination of Treatment Methods • Co-treatment of Wastewaters • Centralized vs. Decentralized Systems • Treatment Technologies (advantages/disadvantages)

  3. What is a “combined scheme”? • Combined Sewerage Systems (Combined Overflow Systems)? • Combination of Unit Processes and Treatment Methods? • Combination of Waste Streams (Co-treatment)? • Centralized vs. Decentralized Treatment Systems?

  4. What is a “combined scheme”?Combined Overflow Systems • Sanitary sewer systems may either exist separate from storm-water sewers, or a single set of pipes may be used to carry both types of wastewater in a combined sewer system. • Old technology (prior 1960’s) – Combined systems are no longer built, but still exist in many communities. • Combined sewer systems typically bypass part of the flow during periods of high runoff.

  5. Conventional Treatment Unit Processes & Methods • Physical/Chemical Processes • Dilution, screening, mixing, flocculation, sedimentation, flotation, aeration, filtration, precipitation, coagulation, chemical oxidation, chemical stabilization. • Biological Methods • Suspended (e.g. AS, oxidation ditch, SBR) & attached growth (e.g. trickling filters, RBC) aerobic, anaerobic suspended & attached growth (e.g. CSTR, PFR, UASB, packed reactors).

  6. Advanced Treatment Unit Processes & Methods • Filtration processes (i.e. depth, surface, micro & ultrafiltration, and reverse osmosis) • Electrodialysis • Adsorption • Gas Stripping • Ion Exchange • Advanced Oxidation Processes - chemical • Distillation

  7. Why do we need to use Advanced Treatment? • To achieve further organics and TSS treatment to meet more stringent standards or to allow for better disinfection • To remove more nutrients (beyond what conventional methods allow) • To remove specific organic and inorganic constituents • Basically, • Wastewater Constituents: • Conventional, non-conventional, and emerging • Conventional Treatment for Conventional Constituents ANDAdvanced Treatment for Non-conventional Constituents (Emerging constituents removal occurs in both but not well quantified)

  8. Potential for Contaminant Removalof various Unit Processes and Operations 1 = <25% removal of influent concentration2 = 25-50%3 = >50%

  9. Combination of Unit Processesor Treatment Methods • Why Combine Methods? • Complete abatement of pollutants cannot be achieved by a single process for certain waste streams • Example: Combined Aerobic Treatment Processes (i.e. Coupling of Trickling Filter and Activated Sludge treatments) are often used to • Upgrade an existing AS system • Reduce the strength of WW, if we have a combination of industrial & domestic waste • To protect a nitrification AS process from toxic or inhibitory substances

  10. Necessity of Combination of Treatment MethodsExample: Olive Oil Wastewater • Some characteristics of the wastewater: high organics, high BOD:N:P ratio, low pH, high conductivity, high polyphenols – toxic, high SS)

  11. Barham Farm (4000 swine), North Carolina, USA • Ambient Temperature Anaerobic Digester (with energy production); Nitrification Tanks; Old Anaerobic Lagoon (denitrification); Greenhouses. Necessity of Combination of Treatment MethodsExample: Animal Waste

  12. Anaerobic Digester Nitrification Tanks Sprayfield Greenhouses Necessity of Combination of Treatment MethodsExample: Animal Waste

  13. Necessity of Combination of Treatment Methodsmore examples • Slaughterhouse waste • Landfill Leachate • etc. • Nevertheless, The simplest possible method is still desirable!!

  14. What is a “combined scheme”?Combination of Waste Streams (co-treatment) • Why combine waste streams? • Convenience, for example • Quantity of waste streams (economies of scale) • Proximity of waste sources to one another • Enhancement of treatment, for example • to balance the pH • To add necessary nutrients

  15. What is a “combined scheme”?Combination of Waste Streams (co-treatment) • Examples • Animal Waste & Organic Solid Waste • Municipal Wastewater & Landfill Leachate • Municipal Wastewater & Organic Solid Waste • Various Industrial Wastewaters • Example:Ypsonas Industrial Effluent Treatment Plant(Limassol, Cyprus) – wastewater received from • Potato chip factory • Aluminum processing • Textile factory • And others…

  16. What is a “combined scheme”?Centralized vs. Decentralized Treatment Systems • Current “conventional” practice: • Design of larger treatment systems (>3500 m3/day) • Capture of economies of scale • However, small or rural communities have different characteristics and needs • Bringing wastewater from many small sources to one single location for treatment may not always be the best option.

  17. Decentralized Treatment SystemsWHERE to consider (according to USEPA)? • Where the operation and management of existing onsite systems must be improved • Where individual onsite systems are failing and the community cannot afford the cost of a conventional wastewater management system • Where the community or facility is remote from existing sewers • Where localized water reuse opportunities are available • Where fresh water for domestic supply is in short supply • Where existing wastewater treatment plant capacity is limited and financing is not available for expansion • Where, for environmental reasons, the quantity of effluent discharged to the environment must be limited • Where the expansion of the existing wastewater collection and treatment facilities would involve unnecessary disruption to the community • Where the site or environmental conditions that require further wastewater treatment or exportation of wastewater are isolated to certain areas • Where residential density is sparse • Where regionalization would require political annexation that would be unacceptable to the community • Where specific wastewater constituents are treated or altered more appropriately at the point of generation

  18. Decentralized Treatment SystemsWHAT to consider? • Reliable, stable and robust process • Simple operation & management • Minimal or no need of chemicals • Minimal or no need of external power supply • Local availability of spares

  19. Wetland in Thessaloniki, Greece Schematic of Septic Tank Aerated lagoon system, USA Typical wastewater treatment options for small and decentralized systems

  20. Technologies for the Treatment of WastewaterSome final words… Each situation is different and needs to be given dual consideration, different alternatives exist for each system from small scale households to large scale centralized one. Nevertheless, there is a clear trend toward intensive treatment technologies (a trend that is exacerbated by the preference of engineering consultants and contractors). Instead, more attention should be given, where appropriate, to properly designed lower-cost, simpler to operate processes as well as to decentralized technologies. These should be adopted depending on the influent wastewater and on the desired effluent quality. Also, whenever feasible, a reuse component should be included for all new wastewater treatment projects

  21. END OF PRESENTATION

  22. Constituents in Reclaimed Water • Conventional (measured in mg/L; used in designing conventional WWTPs) • TSS • BOD; COD • TOC • Nitrogen (Ammonia; Nitrate; Nitrite) • Phosphorus • Microorganisms: Bacteria; Viruses ; Protozoan cysts & oocysts • Non-conventional (to be removed or reduced by advanced treatment processes) • Refractory organics • VOC • Surfactants • Metals • TDS • Emerging(measured in μg/L; long-term health concerns possible; not easy to remove) • Pharmaceuticals • Antibiotics (veterinary & human) • Home-care, industrial, and household products • Hormones (steroids) and Endocrine Disrupters

More Related