1 / 36

FLOTASI

FLOTASI. Contoh modern unit DAF. Pengertian DAF. Proses pengolahan air limbah atau air lainnnya dengan cara memisahkan endapan seperti minyak atau solid

zizi
Download Presentation

FLOTASI

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. FLOTASI

  2. Contoh modern unit DAF

  3. Pengertian DAF Prosespengolahan air limbahatau air lainnnyadengancaramemisahkanendapansepertiminyakatau solid • Pemisahantercapaiolehudara yang terlarutdidalam air dibawahtekanan, laluudaradilepaskanpadatekananatmosferikdidalamtangkiflotasi

  4. 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

  5. How DAF Works

  6. Benefits of DAF

  7. 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

  8. How DAF Works

  9. DAF System • Air Supply • Pressurizing Pump • Retention Tank • Flotation Chamber

  10. SKEMATIK PROSES DAF

  11. DAF Configuration • Full Flow Pressurization • Partial Flow Pressurization • Recycle Flow Pressurization

  12. 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

  13. 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.

  14. 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.

  15. Faktor-Faktor Yang MempengaruhiKinerja DAF • SifatPartikel • UkuranPartikel • Dispersing Agents • Komposisidansifat Influent • ArusCairan • Rasio A/S • Float Removal

  16. SifatPartikel • 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.

  17. UkuranPartikel • Generally, floatability increases with the size of the particle. • In many cases,thesize of particles can be increased by flocculation with various chemical coagulants.

  18. 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.

  19. Komposisidansifat Influent • The composition and nature of the influent is most important. • Equalization of composition and flow improves the performance of the flotation unit.

  20. ArusCairan • 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.

  21. 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.

  22. Air to Solids Ratio

  23. 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.

  24. Gas to Solids Ratio : Full Flow Pressurized System G 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 F = 0,5 – 1,0 P ≥ 2 atm P < 2 atm f = 0,167 – 1,0 Henry’s law

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

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

  27. Air Solubility in Water at 1 Atm (a)

  28. Air Characteristics and Solubilities

  29. Pressure Calculations

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

  31. 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)

  32. Basic Design Concept 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.

  33. The influence of Loading Rate

  34. DAF Operation and Performance

  35. Terima Kasih

More Related