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Relationship between SV30, SVI, & MLVSS

8/12/2015

 
PictureSV30 Test
We often do common wastewater tests daily and rarely think about how they are all related. In the next few posts, I am going to cover how biological unit tests are all data points that help operators get a picture of the unit's "biological health". While under good operating conditions, you do not need to run all the tests or do them on a daily basis; under changing conditions frequent tests help operators head-off problems before effluent quality is compromised.

Today, I am going to relate how settling rates and solids mass tests are related.

SV30
The SV30 is a settling rate test. When mixed liquor is poured into a graduated settling vessel (large graduated cylinder or single purposed SV30 container); it is allowed to settle, undisturbed, for 30 minutes. Some operators record the solids volumes at 5 minute intervals to give a settling rate plot. What we are trying to determine is how well the system is flocculating and what to expect from secondary clarification. In addition to the biomass volume, operators should also note supernatant turbidity and if fines or small floc are floating.

MLVSS or MLSS
Biological solids are measured in a lab procedure to determine the weight of solids. The difference is the MLSS is total solids weight and MLVSS is the volatile fraction of the total solids (usually just biological solids - but can also include fibers and other organic influent solids).

SVI
After getting both the SV30 and the MLVSS numbers, we can calculate the SVI. The purpose of the SVI is to get a standardized number for settling rates. For example a system with an MLVSS of 2,000 should have a lower SV30 than the same system run with a MLVSS of 4,000. To relate settling performance when running different MLVSS numbers, we divide the SV30 number by the MLVSS number (in grams rather than milligrams).

In most system we look for an SVI between <120 ml/g and consider the system bulking with SVI >150 ml/g. If settling happens too quickly as seen with longer sludge ages, you may have pin floc or high turbidity in the supernatant. This is why I like operators to note turbidity and pin floc in the SV30 test.

What do I need to run on a daily basis?
In systems with very uniform operations (little influent variation in flow or makeup), a daily SV30 test with weekly MLVSS checks may be enough for operations. Certain industrial system may require daily MLVSS and 2x daily SV30 tests as influent can change quickly and settling is often the first thing impacted during a spill or upset event. Base your frequency based on the variation that you have seen in the past and since the SV30 is a low cost, simple test - run it on a frequent basis.



Dennis Buccella
6/28/2016 08:18:49 am

We use the MLSS number and the SV30 number to get our SVI number. Are we using the wrong number to get theSVI.

Erik Rumbaugh
6/28/2016 12:17:36 pm

While the "textbook" SVI number is based on using the MLVSS number, many facilities manage their biomass using SVI calculated from the MLSS number. Not everyone has a furnace for MLVSS testing. Key is run the test often and be consistent.

Your SVI number will just be a little lower than if you divided by MLVSS. MLSS is always greater than MLVSS by rule.

Dennis Buccella
6/28/2016 01:06:23 pm

Thank you for your time.

Dennis Buccvella
8/29/2016 08:34:08 am

Last 2 weeks my mlss test floc look like a dirt like instead of the normal. Trying to determan the cause.
dennis

Erik Rumbaugh
8/29/2016 09:19:40 am

Few questions:

1. Did the color of the MLSS change - for example from brown to gray.
2. Has the sludge age or influent loading (BOD) changed?

Dennis Buccella
8/29/2016 11:44:05 am

The MLSS went from a brown to black but this is may not be bad because we have differnt colars of dies that come into our plant.Sludge age is in the middle with mostly stalked ciliates and rotifer. No waterbears or bristle worms. I have no info on BOD loading.

Erik Rumbaugh
8/30/2016 09:00:11 am

You have the ideal indicator protozoa for activated sludge. Does the floc settle more rapidly than before? If so, I think we are moving more toward an older sludge or lower F/M ratio. It could also have been a response to influent makeup changes.... however with good indicator protozoa activity it is not a toxic shock.

Dennis Buccella
8/31/2016 01:02:58 pm

Floc settles down to 150 in 5 min. then to 130 after 30 min. This seems to be the norm for the last mount or so. So if it is the low F/M would we waste more? We doe nothave a way to test for BOD5 to see what the influent is but we had a outside test run on the influent and had a BOD5 of 240. We have average flow of about 800,000 gpd.

Erik Rumbaugh
9/2/2016 06:58:05 am

Based on such rapid settling, should think that you have low F/M. Often we see "fines" or turbidity above the fast settling sludge in the SV30 test. If so, I would increase wasting by 10% and see if it slows the settling rate and makes the floc increase in size (more beneficial EPS = bigger floc).

Izreen
9/5/2016 10:37:16 pm

Is the TSS (total suspended solid) and MLSS (mixed liquor suspended solid) is the same parameter?

Erik Rumbaugh
9/6/2016 04:34:57 am

TSS typically refers to influent or effluent total suspended solids. While, MLSS is the suspended solids in the biological treatment unit. They are both measured in the same way and are the same thing - filtered solids dried at 103 Deg C for one hour.

Izreen
9/6/2016 05:35:17 pm

Thanks for the reply, (in my best understanding) from theory the aeration time (air blower timing) is linear to the COD consumption, is this applicable in the real situation?

Erik Rumbaugh
9/7/2016 07:03:25 am

Biological respiration rates are inversely related to soluble organics - in most wastewater without toxicity. Aeration time or aerobic basin residence time - depends upon COD loading and the rates at which COD components are biologically degraded.

The ideal is to keep biomass in "decline" phase growth where cellular reproduction is minimized and F/M is at target levels. At this point you have the best operational characteristics and use of oxygen.


Comments are closed.

    Author

    Erik Rumbaugh has been involved in biological waste treatment for over 20 years. He has worked with industrial and municipal wastewater  facilities to ensure optimal performance of their treatment systems. He is a founder of Aster Bio (www.asterbio.com) specializing in biological waste treatment.

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