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SV30 & SVI testing - what is high or low for your system

5/6/2019

SV30 is among the simplest and most common of wastewater tests that we run. The SV30 reports the settled sludge (MLSS) volume after settling 30 minutes in a wide mouth graduated cylinder or dedicated settlometer. The SVI calculation was designed to standardize the SV30 for different MLSS concentrations. For review:

SVI (ml/g) = SV30 (ml/L)
MLSS (g/L)
General SVI Guidelines

< 80 - fast settling sludge, if supernatant is turbid low SVI indicates "old" sludge
100 - 200 - the range most activated sludge systems operate. Remember your secondary clarifier determines the upper limit for SVI.
>250 - indicates severe bulking caused by filaments, non-filamentous bulking, or being extremely early on the growth curve.

So what ist he right SV30 & SVI for your system? Run the test at least daily. At the same time track effluent TSS, Return Sludge (RAS) concentration, and clarifier bed depths When all three tests/readings are in target range, you have your ideal SVI or SV30 (for a constant MLSS concentration).

Remember - the above ranges are just guidelines. Always refer to how well your secondary clarifier functions to get your system's true range for best SVI.

Do you know what is the limiting factor in you waste treatment system?

5/1/2019

Every waste treatment system has some bottleneck that limits treatment capacity. Many systems can operate in the short term above design capacity. However, eventually you will encounter problems controlling operations. At this point, you can supply additional oxygen, use polymers to increase floc density & settling rates, and even use activated carbon or chemical oxidation to adsorb excess organics. In today's post, I want to focus on the most common bottlenecks in biological wastewater treatment systems. Make sure you know where you have bottlenecks to prioritize capital upgrades, or develop operational plans that minimize the bottleneck impact. Here are the most common bottlenecks:

Secondary clarifiers
Hydraulic overloading is an obvious problem. But, you should also note that solids flux rates are also a limiting factor. If solids do not settle and compact, the bed depth control may be lost and clarifier fails to work properly. This is why we often do maintenance evaluations on pumps, rakes, and weirs.
Aeration (dissolved oxygen)
Oxygen transfer is also a common problem. As fine bubble diffusers become less efficient as they foul, oxygen transfer efficiency can be insufficient for maintaining oxygen residuals in the floc.
Mixing
This is more of a problem in lagoon based systems, but mixing is another possible bottleneck. Improper mixing can result in short-circuiting and failure to keep MLSS suspended in the water column.
Waste solids handling
Wasting can be limited by digester capacity, press or centrifuge functioning, or some other solids handling issue. When the bottleneck is wasting, the system often has "old slduge" and the associated fines/turbidity seen as deflocculation occurs.
Primary treatment
Here we can have insufficient primary clarifiers, oil water separators, DAF units, and even EQ tanks in need of sludge removal. In all cases, you have a potential for solids, oils, or high COD waste to enter the biological unit.

SV30 & SVI testing - what is high or low for your system

Do you know what is the limiting factor in you waste treatment system?

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