 We often generate SV30 and SVI numbers in our monitoring - but rarely think about how to interpret the number. Remember the SV30 test is designed to predict secondary clarifier performance in suspended growth systems (normally activated sludge). While usually overlooked, I as operators questions about supernatant turbidity & fines remaining after the sludge settles. Additionally, does the sludge float after sitting for 2 hours due to denitrificiation? Another issue could be fats, oils, and grease causing a scum (floating sludge) layer on the top after 30 minutes. For general guidance on how SVI relates to sludge settling characteristics: SVI (ml/g) Sludge Settling & Compacting Characteristics < 80 Excellent - but can leave "fines" if sludge age is too long 80 - 150 Normal zone - I usually suggest targeting 100 - 120 for best water > 150 Poor settling - need to check for filaments or less likely viscous bulking
8 Comments
Jeremy
3/14/2017 06:53:52 am
I am having a problem every spring in my oxidation ditch plant. I have an extended sludge age and an anoxic selector. In the spring my SVI drops dramatically into the 60s and I am having to add flocculent to keep from violating tss limits. There appears to be excess polysaccharide in the ML but I don't think it is from low nutrients. Any ideas?
Erik Rumbaugh
3/15/2017 11:24:26 am
I have had similar questions every spring. First, I have a few questions
Jeremy
3/16/2017 06:31:31 am
The turbidity is horrible. Running a Carrousel plant with f:m in .03 range. I looked back and when we get a decent rain, the BOD does decrease quite a bit. We sample BOD twice per week so if we do it right after a rain there is usually a spike and then following that they decrease. We have quite a bit of infiltration and it can take as long as a week for flows to return to normal after a good rain.
Erik Rumbaugh
3/21/2017 05:02:24 am
Based on turbidity, low SVI, and known low side F/M, I am convinced that the sludge is on the "old side". Besides low bio polymers for capturing small particles (turbidity), the system becomes susceptible to filaments under very low F/M. In this case, I would recommend wasting to increase F/M until the SVI and turbidity issues are resolved. You should also notice a color change in the floc to a more healthy brown vs dark color.
Ben Barcinas
1/23/2018 01:46:29 am
I Manage, a newly build an Oxidation Ditch secondary activated sludge treatment. our Oxidation MLSS is about 2500 mg/l, effluent TSS-5 mg/l, BOD 10 mg/l, turbidity 5 ntu, fecal coliform at <10/100ml. flow at 1.6 mgd to 4.5 mgd.
Erik Rumbaugh
1/23/2018 06:01:36 am
I have always been a fan of Oxidation Ditch systems. With monitoring and proper wasting, they should give excellent treatment results. They are also very good for use with nutrient permits for nitrogen & phosphorus - given a few modifications.
Jatin
8/14/2018 10:13:05 am
What happens if sludge volume index is low?
Erik Rumbaugh
8/14/2018 03:26:41 pm
SVI being too low can mean you do not have enough biological solids to treat influent waste - this is also very low MLSS or high F/M. It can also be seen with older sludge age - long MCRT, Low F/M. At very low SVI your clarifier does not work as well as it should. Effluent turbidity and/or high effluent TSS are the result. Leave a Reply. |
AuthorErik 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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