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UASB Literature Review #103

Open ananya-gangadhar opened 6 years ago

ananya-gangadhar commented 6 years ago

September 17, 2018

The Effect of Liquid Upward Velocity and Hydraulic Retention Time on Granulation in UASB Reactors Treating Wastewater with High Sulphate Content

This paper highlights how the process of granulation is positively impacted by high upflow velocities within the UASB reactor and low hydraulic retention times.

ninablahut commented 6 years ago

https://link.springer.com/article/10.1007%2Fs11356-017-0457-5

One of the main drawbacks of UASB digesters is that there is long initial start-up period before steady-state conditions are achieved; this time is usually in the range of several months. There are methods to decrease startup time such as increasing load, optimizing temperature for anaerobic digestion, using a sufficient amount of sludge, and adding metal or an inert carrier. There have been several studies to measure the aforementioned methods’ abilities to speed up UASB start-up time, but it is difficult to meter the real effectiveness of each strategy because studies focusing on the various strategies used different UASB operating conditions, so they lack versatility and the UASBs cannot be used in a short time. The focus of this study was to measure the effects of FeCl3 and zero-valent iron on UASB start-up. The study was carried out as follows: three 6.6 liter UASB reactors were set up and operated under identical conditions, except that zero-valent iron was added to the second reactor, and FeCl3 was added to the third. The concentrations of Fe0 and Fe3+ in the second and third reactors were 20 mg/L. Then, the time it took each reactor to reach steady-state was measured. Steady-state is defined as a COD removal efficiency above 80% and VFA content below 300 mg/L; the study implemented a kinetic model evaluate the reactors’ respective stabilities. According to the analysis of kinetic model, the start-up time of the UASB reactor with FeCl3 was 48 hours faster than that of the UASB with ZVI reactor. The reactor with added FeCl3 reached COD removal efficiency reached 80.2% at 264 hours. The reactor with ZVI had a COD removal efficiency of 83.8% at 312 hours Meanwhile, the control UASB reactor start-up time lagged behind with COD removal efficiency at 45% at 240 hours. ZVI and FeCl3 sped up the UASB reactor start-time because iron ions are beneficial to anaerobic digestion process. Iron from both compounds donates an electron to “promote the organic pollutant unsaturated chemical bond breakage and the refractory macromolecular organic matter decomposed into small molecules that are easily degradable by microorganisms” In terms of optimizing UASB pH levels, ZVI was superior to FeCl3. The ideal pH for a UASB is between 6.5 to 7.5; the ZVI reactor showed more neutral conditions than FeCl3 reactor because FeCl3 can be hydrolyzed in the reactor, which increases reactor acidity. Moving on to the effect of each iron ion on final particle size, the FeCl3 tank had larger final floc size than ZVI tank due to the of flocculation of FeCl3. The study found that the addition of iron was not beneficial to the UASB reactors after the start-up stage. As running time increased and ZVI and FeCl3 were continuously added to the reactors, iron ions accumulated. High concentration of iron ions in each reactor reduced anaerobic bacteria activity since Fe2+ and H2O2 or Fe3+ and H2O2 can can react to form cytotoxic free hydroxyl radical, which causes the death of anaerobic bacteria. With that, the study concluded that the addition of FeCl3 is most beneficial during the initial stage of the UASB start-up to promote granulation while the addition of ZVI is most useful during the middle stage of reactor start-up because it improves redox ability in anaerobic systems.

IanCullings commented 6 years ago

@ananya-gangadhar @ninablahut @cjmsmith

Just as a reminder, here is the Lit Review Assignment to be completed by Friday:

I will add a blank report template onto the repo later tonight. If anyone is interested and has extra time, you can begin writing that (look at the old reports for examples).

cjmsmith commented 6 years ago

UASB reactor startup for the treatment of municipal wastewater followed by advanced oxidation process

A study was done to shorten the time it takes to start up an UASB reactor i.e. to achieve full wastewater treatment efficiency. By allowing the bacteria to first be fed with select nutrients as a substrate, there was a significant improvement in granulation (and therefore treatment efficiency). It is also possible these nutrients improve anerobic digestion overall.

In the experiment, two identical reactors were set up, using septic tank sludge. Both reactors were fed glucose for the first 14 days. From Day 15 to Day 35, however, the first reactor was fed macro- and micro-nutrients (table 2 and 3) while the second reactor (the control reactor) was just fed glucose. The first reactor was significantly more successful, achieving maximum COD (chemical oxygen demand) removal efficiency after 32 days, as well as maintaining a more constant pH. The system removed of “99% COD, 67% turbidity, and 85% total suspended solids" from the water. There was also a 95% ammonium and 84% total nitrogen removal if the UASB Effluent was treated with 40% waste hydrogen peroxide as a post-treatment (with 2mL of H2O2 per 1 L of effluent). The water produced is acceptable for humans to drink.

There is a “low investment cost”, equivalent to about 50% less than a traditional aerobic treatment cost; they estimate the cost for one year of treatment is around $40 if the reactor goes through 180L of wastewater per day,

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