Treatment of Polishing Wastewater from Semiconductor Manufacturer by Dispersed Air Flotation

2006 ◽  
Vol 132 (1) ◽  
pp. 51-57 ◽  
Author(s):  
C. Y. Lien ◽  
J. C. Liu
2006 ◽  
Vol 53 (7) ◽  
pp. 133-140 ◽  
Author(s):  
J.C. Liu ◽  
C.Y. Lien

The feasibility of the dissolved air flotation (DAF) process in treating chemical mechanical polishing (CMP) wastewater was evaluated in this study. Wastewater from a local semiconductor manufacturer was sampled and characterised. Nano-sized silica (77.6 nm) with turbidity of 130±3 NTU was found in the slightly alkaline wastewater with traces of other pollutants. Experimental results indicated removal efficiency of particles, measured as suspended particle or turbidity, increased with increasing concentration of cationic collector cetyltrimethyl ammonium bromide (CTAB). When CTAB concentration was 30 mg/L, pH of 6.5±0.1 and recycle ratio of 30%, very effective removal of particles (> 98%) was observed in saturation pressure range of 4 to 6 kg/cm2, and the reaction proceeded faster under higher pressure. Similarly, the reaction was faster under the higher recycle ratio, while final removal efficiency improved slightly as the recycle ratio increased from 20 to 40%. An insignificant effect of pH on treatment efficiency was found as pH varied from 4.5 to 8.5. The presence of activator, Al3 +  and Fe3 + , enhanced the system performance. It is proposed that CTAB adsorbs on silica particles in polishing wastewater through electrostatic interaction and makes particles more hydrophobic. The increase in hydrophobicity results in more effective bubble-particle collisions. In addition, flocculation of silica particles through bridging effect of collector was found; it is believed that flocculation of particles also contributed to flotation. Better attachment between gas bubble and solid, higher buoyancy and higher air to solid ratio all lead to effective flotation.


1995 ◽  
Vol 31 (3-4) ◽  
pp. 25-35 ◽  
Author(s):  
E. M. Rykaart ◽  
J. Haarhoff

A simple two-phase conceptual model is postulated to explain the initial growth of microbubbles after pressure release in dissolved air flotation. During the first phase bubbles merely expand from existing nucleation centres as air precipitates from solution, without bubble coalescence. This phase ends when all excess air is transferred to the gas phase. During the second phase, the total air volume remains the same, but bubbles continue to grow due to bubble coalescence. This model is used to explain the results from experiments where three different nozzle variations were tested, namely a nozzle with an impinging surface immediately outside the nozzle orifice, a nozzle with a bend in the nozzle channel, and a nozzle with a tapering outlet immediately outside the nozzle orifice. From these experiments, it is inferred that the first phase of bubble growth is completed at approximately 1.7 ms after the start of pressure release.


1998 ◽  
Vol 37 (2) ◽  
pp. 35-42 ◽  
Author(s):  
M. J. Bauer ◽  
R. Bayley ◽  
M. J. Chipps ◽  
A. Eades ◽  
R. J. Scriven ◽  
...  

Thames Water treats approximately 2800Ml/d of water originating mainly from the lowland rivers Thames and Lee for supply to over 7.3million customers, principally in the cities of London and Oxford. This paper reviews aspects of Thames Water's research, design and operating experiences of treating algal rich reservoir stored lowland water. Areas covered include experiences of optimising reservoir management, uprating and upgrading of rapid gravity filtration (RGF), standard co-current dissolved air flotation (DAF) and counter-current dissolved air flotation/filtration (COCO-DAFF®) to counter operational problems caused by seasonal blooms of filter blocking algae such as Melosira spp., Aphanizomenon spp. and Anabaena spp. A major programme of uprating and modernisation (inclusion of Advanced Water Treatment: GAC and ozone) of the major works is in progress which, together with the Thames Tunnel Ring Main, will meet London's water supply needs into the 21st Century.


2016 ◽  
Vol 2016 (9) ◽  
pp. 3543-3551
Author(s):  
H.W.H Menkveld ◽  
N. C Boelee ◽  
G.O.J Smith ◽  
S Christian

2021 ◽  
Vol 40 ◽  
pp. 101847
Author(s):  
Yonglei Wang ◽  
Wentao Sun ◽  
Luming Ding ◽  
Wei Liu ◽  
Liping Tian ◽  
...  

1980 ◽  
Vol 20 (06) ◽  
pp. 579-590 ◽  
Author(s):  
Nicholas D. Sylvester ◽  
John J. Byeseda

Abstract The separation of oil, stabilized with an oil-soluble petroleum sulfonate, from brine solutions by induced-air flotation was studied in a continuous-flow pilot unit. The effects of inlet oil concentration, vessel residence time, air flow rate, bubble diameter, oil drop diameter, temperature, NaCl concentration, and cationic polyelectrolyte concentration were investigated. Oil drop and air bubble diameters, liquid residence time, and concentration of cationic polyelectrolyte were the most significant variables affecting overall flotation performance. Only drops larger than 2 m showed significant removal, while smaller drops were generated by the air-inducing rotor. The cationic polyelectrolyte improved flotation performance by increasing the number of large oil drops.The removal rate for each oil drop size was first order with respect to oil drop concentration, and an experimental procedure permitting determination of the first-order rate constants for removal only due to bubble/drop interactions was developed. The oil drop and air bubble diameters were the only variables which affected these rate constants. Increasing oil drop diameter and decreasing bubble diameter increased the rate constants. Comparison of the experimental and theoretically predicted rate constants showed that the mechanism of oil-droplet removal by bubbles from 0.2- to 0.7-mm is one of hydrodynamic capture in the wake behind the rising bubbles. Introduction Oily wastewaters are generated during the production, processing, transportation, storage, and use of petroleum and its products. Removal of dispersed oil from water is usually accomplished by either dissolved- or dispersed-gas flotation. The processes are similar: gas bubbles are introduced into the oil-containing liquid and the oil drops are captured by the gas bubbles which quickly rise to the surface where the oil is removed. The significant differences between the two flotation processes are the bubble size and mixing conditions. In dissolved-gas flotation, the bubbles are about 50 to 60 m in diameter, whereas induced-gas bubbles are an order of magnitude larger. Dissolved-gas flotation units operate under fairly quiescent conditions and the liquid phase approximates plug flow. For induced-gas flotation, the submerged rotor imparts enough energy to the liquid that the tank contents are mixed nearly perfectly.This research focuses on the induced-air flotation process for the removal of dispersed oil droplets. The industrial use of induced-air flotation devices for oil wastewater separation began in 1969. Basset provides the process development history, equipment description, and operating experience for an induced-air unit similar to the design used in the experiments described here. Although induced-air flotation equipment is simple, the fluid mechanics of the process are not; and the arrangement of the turbine, sleeve, and perforations have been determined necessarily by trail-and-error experimentation with small-scale units.The interaction between gas bubbles and oil drops has been described as follows (1) absorption of an oil drop to a gas bubble due to precipitation of a bubble on the oil surface and collision between the drop and bubble; (2) entrapment of a gas bubble in a flocculated structure of oil drops as it rises; and (3) absorption of bubbles into a flocculated structure as it forms.For dissolved-gas flotation, all these mechanisms probably influence oil removal interdependently. SPEJ P. 579^


2001 ◽  
Vol 43 (8) ◽  
pp. 83-90 ◽  
Author(s):  
A. C. Pinto Filho ◽  
C. C. Brandão

A bench scale study was carried out in order to evaluate the applicability of dissolved air flotation (DAF) as an advanced treatment for effluents from three different domestic wastewater treatment processes, namely: (i) a tertiary activated sludge plant ; (ii) an upflow sludge blanket anaerobic reactor (UASB); and (iii) a high-rate stabilization pond.


1977 ◽  
Vol 4 (2) ◽  
pp. 57-62 ◽  
Author(s):  
Paul D. Blankenship ◽  
E. Jay Williams

Abstract Physical properties of size, thickness, length, specificgravity, and flotation velocity were determined for various separations of peanut pods, kernels, and foreign materials. Pods had overall thicknesses large enough to allow removal of an average of 22% of the raisins and 32% of the rocks from the pods by screening. More than 96% of the peanut vines, weed stalks, and taproots were over 1 in long. Rocks and soil clods has specific gravities 2 to 4 times greater than pods. Flotation velocities for all of the materials varied from 100 to 3000 ft/min with most of the materials having velocities of 1000 to 2700 ft/min.


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