FLOTASI.

Slides:



Advertisements
Similar presentations
DAF Whitewater Systems
Advertisements

CE 370 Sedimentation.
INTRODUCTION TO THE TREATMENT OF TANNERY EFFLUENTS
Stone media TF design Example 1
CLARIFIERS Prepared By Michigan Department of Environmental Quality
Treatment of Slaughterhouse Wastewater
Air Stripping (Section 9 – 1)
1 CTC 450 Review Preliminary & Primary Treatment Preliminary & Primary Treatment Measure flow Measure flow Screen Screen Grit chamber Grit chamber Primary.
Biological waste water treatment
C. T Calculation Math for Water Technology MTH 082 (pg. 468) Math for Water Technology MTH 082 (pg. 468) “Required by Law”
ACTIVATED SLUDGE PROCESS AND KINETICS OF ASP
Introduction to Septic Tanks John R. Buchanan, Ph.D., P.E. University of Tennessee.
FE Review for Environmental Engineering Problems, problems, problems Presented by L.R. Chevalier, Ph.D., P.E. Department of Civil and Environmental Engineering.
CE 370 Filtration.
Trickling Filters and Rotary Biological Contactors
INTRODUCTION TO THE TREATMENT OF TANNERY EFFLUENTS
SEDIMENTATION.
Wastewater Treatment. Municipal WW Management Systems Sources of Wastewater Processing at the Source Wastewater Collection Transmission and Pumping Treatment.
WASTEWATER ENGINEERING
Wastewater Treatment and Permit Compliance  Document Permit issue and expiration date  Document permit requirements  If discharge to city, review.
Surface Water Treatment Plant
Review of Settling AKA sedimentation – suspended solids removed from liquid phase by gravity Common applications in Wastewater Treatment – grit chamber,
DESIGN OF WASTEWATER TREATMENT PLANT
20,000 Barrel Per Day Produced Water Treatment System
ROTATING BIOLOGICAL CONTACTOR (RBC) PROCESS
CHAPTER 17 and 18 WATER AND AQUEOUS SOLUTIONS.  Water 1. Structure of water (H 2 O) a. two atoms of hydrogen b. One atom of oxygen c. Bent structure.
SETTLING TANKS.
ERT 417/4 WASTE TREATMENT IN BIOPROCESS INDUSTRY CH 8 - Suspended Growth Biological Treatment Process Prepared by: Pn. Hairul Nazirah Abdul Halim.
Math for Water Technology MTH 082 (pg. 468)
Principles of Liquid Flow through Pipelines
Dissolved Air Flotation Introduction Dissolved air flotation Dissolved air flotation (DAF) is a process for the removal of particles/flocs by making the.
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.
1 IV. Wastewater Treatment technologies Topic IV. 9. Wastewater Treatment Facilities with Suspended Biomass - Aerated Tanks: Kinds, Structures, Basic Technological.
Secondary Treatment Processes
Environmental Engineering Lecture 6. Sources of Drinking Water  Rivers: upland and lowland  Lakes and reservoirs  Groundwater aquifers  Sea water.
Pollutants in wastewater -- Revisited Ammonia Organic matter Nutrients Pathogens Color Metals and SUSPENDED SOLIDS.
ENVE 420 Industrial Pollution Control
13.2 The Solution Process Factors Affecting the Rate of Dissolution
DAF System Air Supply Pressurizing Pump Retention Tank
E NVIRONMENTAL E NGINEERING 441 Lecture 5: Water Treatment (3) Sedimentation & filtration Philadelphia University Faculty of Engineering Department of.
NOTES: – Solutions and Concentration.
Solutions. Solutions: Basic Definitions __________ – substance that is being dissolved __________– substance that dissolves the solute __________– a mixture.
SOLUTIONS & SOLUBILITIES
5.6 SEDIMENTATION Objective
The Nature of Solubility
1 Properties of Solutions Chapter Learning Objectives? What solubility is and how it is determined Recognize various levels of saturation and.
CEE 426 October :05 PM UW Madison Room 1209 Engineering Hall
FLOTATION. INTRODUCTION Flotation is an operation that removes not only oil and grease but also suspended solids from wastewaters. Flotation is an operation.
© 2014 Evoqua Water Technologies LLC INTRODUCING THE CAPTIVATOR George Smith; Director of Biological Processes.
Engineered systems for wastewater treatment and disposal.
Dr. Mohab Kamal. CE 445 Water Reclamation and Reuse (Dr. Mohab Kamal) 2.
Mix & Flow of Matter Unit Review. Fluids are used in… 1.0  Technological devices and everyday materials.  Review WMIS Symbols, page 10.
Mechanical Operation ( ) Prepared By, Hardev Jadav ( ) Sanjay k Prajapati ( ) Ravina Solanki ( )
Conventional Sewage Treatment Plants:
System One Pumps S1-200 Centrifugal Hydraulics
Thickener Jae K. (Jim) Park, Professor
Lecture (8): liquid wastes treatment (primary, vital, advanced).
Flow Equalization Jae K. (Jim) Park Dept. of Civil and Environmental Engineering University of Wisconsin-Madison.
DAF System Air Supply Pressurizing Pump Retention Tank
Solutions Chapter 18.
Process Performance Improvement Study on DAF
CTC 450 Review Preliminary & Primary Treatment Measure flow Screen
FLOTATION.
Settling and Flotation
Sedimentation.
Wastewater Treatment Secondary Treatment.
Maximum daily demand = 1.8 x average daily demand
Wastewater Treatment Secondary Treatment.
5.7 Flocculation   Flocculation is the process of gentle and continuous stirring of coagulated water for the purpose of forming flocs through the aggregation.
Factors Effecting Solubility: 1. Gas solubility (in liquids) Temperature is inversely proportional to solubility for gases! WHY? Gas particles have.
Presentation transcript:

FLOTASI

Contoh modern unit DAF

Pengertian DAF Proses pengolahan air limbah atau air lainnnya dengan cara memisahkan endapan seperti minyak atau solid Pemisahan tercapai oleh udara yang terlarut di dalam air di bawah tekanan, lalu udara dilepaskan pada tekanan atmosferik didalam tangki flotasi

How DAF Works Air under pressure is dissolved into water according to Henry’s Law of Dissolution. Releasing the pressure back to standard temperature and pressure via a special device creates millions of “microbubbles” approximately 30 to 100 microns in diameter. At an 8 percent recycle flow at 70 psig saturation pressure, the number of 40-micron-diameter bubbles created at 40°F is 681 million per gallon. At 68°F the number of bubbles per gallon is 530 million

How DAF Works

Benefits of DAF

Benefits of DAF Small footprint Short star-tup time Minimal mechanical equipment No submerged moving parts Algae floats better than settles Sed. Basin: 75-1 gpm/ft /ft2 DAF: 4-6 gpm/ft /ft2

How DAF Works

DAF System Air Supply Pressurizing Pump Retention Tank Flotation Chamber

SKEMATIK PROSES DAF

DAF Configuration Full Flow Pressurization Partial Flow Pressurization Recycle Flow Pressurization

Full Flow Pressurization The entire influent feed stream is pressurized by a pressurizing pump and held in the retention tank The system is usually applicable to the feed stream with suspended solids exceeding 800 mg/L in concentration It is not susceptible to the shearing effects caused by the pressurizing pump and the high pressure drop at the pressure release valve Suspended solids will flocculate rapidly with the addition of chemical coagulants in the inlet compartment in the presence of the released air

Partial Flow Pressurization Only about 30–50% of the influent feed stream is pressurized by a high- pressure pump and held in the retention tank. Materials with low specific gravity can be removed with the partial flow pressurization system. The increased hydraulic flow on the flotation chamber due to the flow recirculation must be taken into account in the flotation chamber design.

Recycle Flow Pressurization A portion (15–50%) of the clarified effluent from the flotation chamber is recycled, pressurized, and semisaturated with air in the retention tank. The system is usually employed in applications where preliminary chemical addition and flocculation are necessary ahead of flotation. This system is not recommended for use when the suspended solids are susceptible to the shearing effects of the pressurizing pump and the high- pressure drop at the pressure release valve. The suspended solids concentrations are low.

Faktor-Faktor Yang Mempengaruhi Kinerja DAF Sifat Partikel Ukuran Partikel Dispersing Agents Komposisi dan sifat Influent Arus Cairan Rasio A/S Float Removal

Sifat Partikel The specific gravity is a characteristic of the particle or liquid to be abated or separated. It can easily be accepted that sand, for example, cannot be floated while voluminous material, such as activated sludge, or a water immiscible liquid such as oil, can be floated.

Ukuran Partikel Generally, floatability increases with the size of the particle. In many cases,the size of particles can be increased by flocculation with various chemical coagulants.

Dispersing Agents Certain wastewaters and liquids contain unusual concentrations of various chemicals, resulting in specific flotation problems or advantages. Surfactants, such as detergents, tend to alter the physical properties of the sludge particle surface to be floated.

Komposisi dan sifat Influent The composition and nature of the influent is most important. Equalization of composition and flow improves the performance of the flotation unit.

Arus Cairan The liquid currents are governed by the physical design and hydraulics of the flotation unit. This becomes a consideration in the design of the tank and hydraulic loadings of the flotation unit.

Rasio A/S The amount of air and the method of mixing the air with the material to be floated are functions of the design of a particular flotation unit. For a specific application, a definite amount of air is necessary for flotation. In thickening applications it has been shown that increased performance is obtained at higher A/S ratios.

Air to Solids Ratio

Float Removal A float-removal mechanism must be designed to have adequate capacity to remove water carryover. Various items to be considered in this design are the depth of submergence of the scooping mechanism and the speed of scoop operation.

Gas to Solids Ratio : Full Flow Pressurized System Gin Gout Q Cf X Q Cr Q Ce G Correction factor, F or f, because complete gas saturation of liquid is often not achieved in a pressurized retention tank P ≥ 2 atm F = 0,5 – 1,0 P < 2 atm f = 0,167 – 1,0 Henry’s law

Gas to Solids Ratio : Partial Flow Pressurized System Q Cf X G Qn Cf Gin Gout Q Ce Qp Cr G P ≥ 2 atm F = 0,5 – 1,0 P < 2 atm f = 0,167 – 1,0 The Qp/Q ratio ranges between 0.3 and 0.5

Gas to Solids Ratio : Recycle Flow Pressurized System Qr Cr Q Ce G Cf X Gin Gout P ≥ 2 atm F = 0,5 – 1,0 R = Qr/Q P < 2 atm f = 0,167 – 1,0

Air Solubility in Water at 1 Atm (a) Temp. oC Air Sol. (mL/L) 28,8 10 23,5 20 20,1 30 17,9

Air Characteristics and Solubilities

Pressure Calculations

Design Parameters Hydraulic loading rate Solids loading rate Air to Solids ratio Retention Tank Pressure

Basic Design Concept The ratio of Q/As is also defined as the hydraulic loading rate VH = horizontal velocity (m/s), Q = influent flow rate (m3/s), Ac = cross-sectional area of a flotation chamber (m2) VT = vertical rise rate of suspended solids (m/s), D = effective depth of the flotation chamber (m), T = detention time (s), Q = influent flow rate (m3/s), AS = surface area of flotation chamber (m2)

Basic Design Concept The D/W ratio is usually between 0.3 and 0.5 D = effective depth (m) W = effective width (m) L = effective length (m) The D/W ratio is usually between 0.3 and 0.5 F′= factor for short circuiting and turbulence, assumed as 1.4.

The influence of Loading Rate

DAF Operation and Performance

Terima Kasih