Home Up Contents

Home
Up
Troubleshooting
News
Links pages
Training Materials
Order Form
Bug of the Month
Beneficial Reuse
Biosolids
Case Histories
De nos jours
Products
Feedback
Search
Staff
Training Classes
Services
Microscopic

Bioengineering

Bioaugmentation

Bacterial Products

Produits Biologiques

Beneficial Reuse

Table of Contents

New Training CD's

 

 

 

 

New Training Manuals

 

 

 

 

Benchmarks

Industry

FYI

Consulting

Training

Additional links

Miscellaneous

Audits

Troubleshooting Tips

Microscopic Analyses

Case Histories

Additional Troubleshooting Topics

Duckweed

Algae

Lift Stations

Wastewater Microbiology

Microscopic Analyses

Photomicrographs

Filamentous Identification

Biological Products

 

 

 

 

 

Wastewater Treatment Seminar

Sign up now for our Monthly Newsletter

Request for our new Brochures

Call now to set up a Wastewater Biomass Analyses or Filamentous Identification of your plant!

Finally new Release

Filamentous Identification

"the Easy Way"

New training program

 

All foam is not alike-

Not all plants have foam due to Nocardia- Some have Microthrix- Some just have too many solids and some low D.O.. . . . . .. . Some have zoogleal bulking-

 

Foaming at a plant with Microthrix

 

or Zoogleal bulking

Are you having problems with Grease? or low nutrients and high loading due to industry?

This is a picture of foam from a wastewater treatment plant that everyone said had to have problems with Nocardia or Microthrix. No one had ever looked under the microscope at the actual filaments or did a Gram or Neisser stain. In reality, this plant had too many solids in one of three basins and was also holding solids too long in the clarifier. The biomass had N. Limicola as the dominant filament. The plant needed to make a number of process changes as opposed to just " adding bacterial product" as a quick fix.

Process monitor and control were big recommendations to this plant. All three basins were "not alike" in reality. Flows to each were changed over the years as old pipes became clogged. MLSS was not measured in each basin. Too many solids in one of the basins that only had the foaming problem were detected. Changes to step feed were also recommended since the final basin was also low on F/M. D.O. levels were not checked in each basin. Small changes in that also helped create conditions that literally caused the filamentous bacteria to thrive when they finally reached the last basin in the process.

Always do a walk through on your plant, look for trouble areas. Are you creating dead spots in the primary that can cause problems? In the secondary, in the clarifier, in the sludge holding tank, digestors or in the dewatering and returned supernatant?

Not all foam is bad- but it usually indicates a condition that is going on in your basin- learn what the colors mean. . . .

                           Tan foam on healthy biomass

White crisp foam on younger biomass

 

 

 

Troubleshooting Secondary Wastewater Treatment Systems:

Foaming Problems

PROBLEM PROBABLE CAUSE CORRECTIVE ACTION
White, stiff, billowing or sudsy foam covering a large part of or the entire aeration basin. a) Start-up or high BOD shock load condition resulting in high F/M and low MCRT.

b) Excessive wasting or hydraulic washout.

c) Toxic wastes or temperature shock.

d) RAS flow too low or off.

e) Excessive dairy fats, detergents or other foaming materials or surfactants.

a) Increase RAS, do not waste until MLSS level comes up to proper F/M range. Maintain adequate DO levels (1 to 3 mg/l).

b) Reduce wasting and adjust RAS until normal conditions are reached.

Segregate stormwater lines from process water collection system.

Divert excessive flows to collection basin if possible for later treatment.

Add hyraulic equalization basin.

c) re-establish activated sludge organisms. Waste sludge from plant if possible. Re-seed if possible (bioaugmentation).

Re-establish normal temperature if possible or adjust MCRT if situation is to continue.

d) Re-establish adequate RAS rate.

e) Pre-treat with anti-foam. Improve primary oils and grease removal. Consider bioaugmentation to more aggressively degrade waste substrate.

Shiny, thin, dark tan foam on much of aeration basin surface. Aeration basin approaching under loaded (low F/M) condition due to insufficient sludge wasting (too many solids in the system). * Increase WAS rate (not more than 10% per day) until process approaches normal control parameters and only a modest amount of l light tan foam remains on aeration basin surface.

Check MLVSS, F/M and MCRT to optimize.

Thick, greasy dark- tan foam covering most of the aeration basin surface. Aeration basin is critically under loaded (excessive solids due to insufficient wasting) Increase WAS rate (not more than 10% per day) until the excess solids are removed from the system and normal balance is restored. Check MLVSS, MCRT and F/M ratio to optimize process parameters.

Normal healthy foaming on an aeration basin with no problems

 

 

Thick dark brown greasy foam that can get thick enough to have a crust- plant with Microthrix problems due to grease problems in the lift station

 

 

 

                    

 

Foaming at plant with filaments                                                               Very white crisp foam from very young sludge

                                                                                                                                    during start up of a new plant

PROBLEM PROBABLE CAUSE CORRECTIVE ACTION
Thick, greasy dark- tan foam covering most of the aeration basin surface, and carries over to the clarifier (and sometimes over the basin sidewalls). Filamentous organisms (Nocardia, M. parvicella) Increase WAS rate (not more than 10% per day) to reduce MCRT. Normal filamentous control with chlorine or peroxide must include treatment (in water spray) and removal of surface scum (foam) in addition to RASS/MLSS as these organisms tend to concentrate in the foam. Check MLVSS and F/M ratio to optimize process parameters.
Dark brown, almost black sudsy foam with detectable septic or sour odor. Mixed liquor is also very dark brown to black in color. a) Anaerobic conditions within the aeration basin.

b) Industrial waste containing dyes or inks.

a) Check DO levels in basin, and increase aeration / mixing. Reduce organic loading if possible.

b) Investigate pre-treatment strategies.

Modest amount of fresh, light tan foam. Not a problem! Usually a sign of a well operated process. "If it ain't broke, don't fix it!"

Keeping track in a daily log sheet, using photographs, correlating data to MLSS and to settlometer data as well as using the microscope are all ways to help you understand what is going on in your system. Remember- it is in reality a "bug factory- you are growing bacteria to make clean water! Start thinking like a bug. . .

Information on additional topics, training programs and audits are available from Environmental Leverage.

Our goal is to help bring new solutions to you!

Whether that means products, new programs, training, consulting, audits or lab work.

 

Information Request Form

Select the items that apply, and then let us know how to contact you.

Send product literature
Send company literature
Have a salesperson contact me

Send information on how to get a Microscopic Filamentous Identification analyses

I would like to have photos taken of my own wastewater treatment system for training purposes


Name
Title
Company
Address
E-mail
Phone

Copyright ©2003 Environmental Leverage Inc. All rights reserved.
Revised: May 02, 2006.

[Under Construction] This page under construction and will periodically be changed and updated with new industry benchmarks