The Venturi Aeration Process:

Slides:



Advertisements
Similar presentations
The removal of volatile contaminants from water and contaminated soils
Advertisements

Water Management in a Petroleum Refinery
LEACHATE MANAGEMENT AND TREATMENT
INTRODUCTION TO THE TREATMENT OF TANNERY EFFLUENTS
TRP Chapter Chapter 6.3 Biological treatment.
ENVE 420 Industrial Pollution Control EQUALIZATION Dr. Aslıhan Kerç.
Treatment of Slaughterhouse Wastewater
Wastewater Treatment By Samuel Lam.
Biological waste water treatment
Waste Water Treatment (Sewage Treatment)
Introduction to Septic Tanks John R. Buchanan, Ph.D., P.E. University of Tennessee.
Trickling Filters and Rotary Biological Contactors
INTRODUCTION TO THE TREATMENT OF TANNERY EFFLUENTS
TEXAS COMMISSION on ENVIRONMENTAL QUALITY. PROPOSED STUCTURE FOR CHAPTER 217 < Subchapter A Administrative Provisions < Subchapter B Design Bases < Subchapter.
Why Use Ozone  To improve water quality (disinfection)  To improve swimmer comfort  To reduce maintenance costs  To reduce chemical costs  To improve.
WASTE STABILIZATION POND (WSP). Advantages:Simplicity simple to construct simple to construct simple to operate and maintain simple to operate and.
Chapter 13 Set 2. Solute-Solvent Interaction Polar liquids tend to dissolve in polar solvents. Miscible liquids: mix in any proportions. Immiscible liquids:
Solutions – homogeneous mixtures that can be solids, liquids, or gases
A story of homogeneous mixtures, their properties and characteristics.
Solutions Chapter 16. Desired Learning Objectives 1.You will be able to describe and categorize solutions 2.You will be able to calculate concentrations.
Domestic Waste Water Treatment
ERT 417/4 WASTE TREATMENT IN BIOPROCESS INDUSTRY CH 8 - Suspended Growth Biological Treatment Process Prepared by: Pn. Hairul Nazirah Abdul Halim.
BIOTECHNOLOGY FOR INDUSTRIAL WASTES. BOD COD TRATTAMENTO CHIMICO TRATTAMENTO BIOLOGICO Most biological waste and wastewater treatment processes employ.
Municipal Wastewater Efficiency Improvements Potential Savings for the 6 th Power Plan September 30, 2008 Regional Technical Forum South Treatment Plant.
Chapter 3: Bioreactor Design
Flotation Flotation involves separation of solids from the water phase by attaching the solids to fine air bubbles to decrease the density of the particles.
Introduction to Environmental Engineering
TYPES TYPES OF FERMENTER
Overview of AIRE-O2 Triton® Technology
Secondary Treatment Processes
Increasing Energy Efficiency at the Allegan WWTP MWEA/AWWA Joint Annual Conference August 19, 2010.
The Living Machine & Leachate
Water Waste Treatment.
ENVE 420 Industrial Pollution Control
Properties of Water. Water: 2 atoms of hydrogen, one of oxygen Held together by strong, covalent bond - electrons are ‘shared’ Water molecules interact.
Mazzei Injector Company, LLC
Wastewater Treatment Processes
SEWAGE TREATMENT.  Sewage is the mainly liquid waste containing some solids produced by humans, typically consisting of washing water, urine, feces,
Sewage Treatment.
(E6) Water Treatment Sarah Black.
Freshwater recirculation systems
Advanced Aeration, Inc. Presentation of Vacuum Bubble ® Technology.
TAKS STUDY GUIDE SOLUTIONS IPC 9D Does a chemical reaction take place when one substance dissolves in another? No, dissolving is a physical change because.
Section Six.
The Nature of Solubility
Natural Resources Waste Water Management. Wastewater entering the treatment plant includes items like: Wood Rocks Dead animals Wedding Rings  Unless.
Wastewater – Its Journey to Treatment and Return to the Environment.
Screening: Wastewater entering the treatment plant includes items like wood, rocks, and even dead animals. Unless they are removed, they could cause problems.
 SWBAT summarize what causes surface tension in water.  SWBAT define solution, solute, solvent and polar molecule.  SWBAT summarize the steps of dissolving.
Introduction to Environmental Engineering Dr. Kagan ERYURUK
CEE 426 October :05 PM UW Madison Room 1209 Engineering Hall
Presentation by Chelsea Smith March 11, My Background Southern Wells (K-12) Graduated in 2010 Ball State University ( ) BS in Environmental.
The Science of Water in the Living World. Water is a polar molecule. Polar Molecule: a molecule that has a slightly positive side and a slightly negative.
1 JCI 1 1 Energy can be neither created nor destroyed, but only converted from one form to another. First Law of Thermodynamics Karl Friedrich Mohr In.
FLOTATION. INTRODUCTION Flotation is an operation that removes not only oil and grease but also suspended solids from wastewaters. Flotation is an operation.
Dr. Mohab Kamal. Sludge is produced from the treatment of wastewater in on-site (e.g. septic tank) and off-site (e.g. activated sludge) systems. This.
Environmental Science  Mid-1800s, 25,000 people living along the River Thames in London died of cholera  River was declared “dead” by 1950  Walk.
Engineered systems for wastewater treatment and disposal.
Membrane Bioreactors for Wastewater Treatment.
WATER MANAGEMENT.
WASTE WATER TREATMENT.
Lecture (8): liquid wastes treatment (primary, vital, advanced).
Advanced Aeration, Inc. Presentation of Vacuum Bubble® Technology
Wastewater Treatment.
Wastewater Treatment Dr.Gulve R.M..
FLOTATION.
Sewage Treatment.
강의자료 ppt-11 인간의 삶과 역사 속의 미생물 학기.
Solubility.
Wastewater Treatment Secondary Treatment.
Presentation transcript:

The Venturi Aeration Process: Understanding Oxygen Transfer and Wastewater Conditioning Venturi Aeration, Inc. 41 Tallant Road Pelham, NH 03076-2236 603-635-8239

Oxygen Transfer Basics There are various wastewater characteristics that affect the amount of Oxygen that gets dissolved in wastewater: Soluble salts (TDS), particulate (TSS), surface active substances (algae, O&G), temperature, atm pressure, et. al.

Oxygen Transfer Basics - 2 Additionally, the solubility of oxygen is also impacted by other mechanical and kinetic properties: Tank geometry (circular, rectangular, square, etc.; rounded corners, conical bottom, height of tank, material of construction, in-ground, above ground, etc. Type of aeration device, Intensity of mixing (Reynolds Number)

Oxygen Transfer Basics - 3 Two Predominant Oxygen Transfer Models: 1. Buoyancy Transfer Model - Diffusers release an air bubble at the bottom of the tank using the surface area of the bubble to transfer oxygen, (design variables) and 2. Kinetic Transfer Model - using mechanical energy to transfer oxygen into a liquid.

Oxygen Transfer Basics - 4 Two Film Theory of Oxygen Transfer: the rate of oxygen (gas) transfer is proportional to the difference between the existing concentration of the gas and the equilibrium of the gas in solution. This means that as a gas approaches equilibrium it encounters greater resistance at the interface of the liquid and the gas, thus reducing the solubility of the gas.

Oxygen Transfer Basics - 5 The Standard Oxygen Transfer Rating (SOTR) is a unit of measurement that quantifies the “oxygen” transfer efficiency of a specific type of aeration device using either a “Buoyancy” or “Kinetic” oxygen transfer model. The Standard is maintained by the ASCE and all testing is done in “Clear Water.”

Oxygen Transfer Basics - 6 Because the ASCE testing is done in clear water (low TDS, TSS, etc.) there are three (3) values that are used to correct for the wastewater characteristics to develop an AOTR (Actual O2 Transfer Rating): The alpha () value corrects for the type of aeration device, tank geometry, intensity of mixing.

Oxygen Transfer Basics - 7 The beta () value corrects for soluble salts (TDS), particulate (TSS), surface active substances, etc. The theta () value adjusts for the solubility of oxygen at specific temperatures. All aeration devices have a standard SOTE however, their values must be adjusted for the above three values for an AOTR.

Various Kinetic Transfer Model Mechanical Aeration Devices’SOTE Following are various AOTR’s for mechanical aeration devices: lbs. O2/hp/hr Venturi Aerator 2.73 -3.06 Surface aerator w/draft tube 1.2 - 2.1 Surface high speed 1.2 - 2.0 Submerged turbine 1.0 - 2.0 Submerged turbine/sparger 1.2 - 1.8 Surface brush and blade 0.8 - 1.8

The Venturi Aeration Process The venturi aeration process has a high oxygen transfer efficiency because of the following factors: High Gas / Liquid ratio: 2.2 : 1.0 Intensity of mixing is internal in the device’s mixing & oxidizing zone. Constant supply of an oxygen-deficient film to overcome the resistance of a partially oxygenated liquid (Two film theory).

The Venturi Aeration Process - 2 Kinetic force of the discharge is used for mixing and equalization (2 fps). The best use of this feature is in a circular tank. Stripping substances with weak Henry’s constants, e.g. CO2 and VOCs. Oxidizing sulfur-containing molecules, e.g. hydrogen sulfide and -mercaptans for effective odor and corrosion control.

The Venturi Aeration Process - 3 Degassing of gases imbedded in organic materials enhances settling of solids in clarifiers. Large amounts of induced DO cause fats, oils, and grease to hydrolyze and float for skimming. By stripping CO2 pH is raised allowing for nitrification (pH >6.8) to begin.

Interdependence of pH, Alkalinity and CO2 A formula for pH showing the interdependence of pH, alkalinity and carbon dioxide: pH = 6.35 + log(alkalinity/carbon dioxide)

The Venturi Aeration Process - 4 BOD Reduction, the large amounts of DO immediately allow BOD reduction begin. The venturi nozzle has a pressure differential that causes organic materials to break apart (implosion) which increases their surface area making them more readily available for microbial digestion.

Applications of the Venturi Aerator Collection system (lift stations for odor and corrosion control, and BOD reduction). Headworks for sludge separation - enhances settling and performance of the primary clarifier. Septage Receiving - for odor control, BOD reduction, degassing H2S and “shearing” organic materials.

Explanation of BOD5 Reduction Rates In Septage 1. Reduction in BOD5 for fine bubble ceramic diffusers in septage with air from blower (EPA data). 2. Reductionof BOD5 for pure Oxygen through fine bubble ceramic diffuser in 1. Above (EPA data). 3. Reduction in BOD5 for venturi aerator using ambient air. (GLSD data 1993) Note: the same reduction curve as Pure Oxygen thru diffusers.

Applications of the Venturi Aerator - 2 Mixing and Equalization Supernatant aeration from digesters Landfill leachate aeration prior to headworks. Oil & Grease Recovery. Effluent aeration to streams or wetlands. Stripping PCE, TCE, etc. from industrial wastestreams and groundwater. Lagoon aeration with two zones.

Applications of the Venturi Aerator - 3 Pre-aeration in front of SBRs, RBCs, Bioclere/FAST trickling filters to protect zoogloeal mass from toxic shock, reduce temperature (+DO), adjust pH and achieve BOD reduction. Used as a venturi DAF application by discharging into stilling well (DO >12.5). Bioreactors for degradation of difficult substances (e.g. HCHO, acetone, etc.)

Applications of the Venturi Aerator - 4 Aerobic Sludge Digesters Augment or enhance DAF systems during summer months.

Design Considerations Start with total oxygen demand required for desired reductions and sizing unit(s). Determine what features need to be factored into the design. Flooded or lift suction. Location of equipment. Use of Gorman-Rupp self-priming pumps.

Summary The venturi aeration process is simple, easy to install into existing systems, has no moving parts. The mechanical energy is derived from the pump accelerating the liquid through the venturi nozzle creating the vacuum to aspirate ambient air into process liquid. The venturi aeration process provides many enhancements to existing wastewater treatment systems and their performance.