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Bio Energizer® Reduces Sludge at Small N.M. Municipal Facility
Problem A small town in New Mexico (pop. 1,300) had a municipal wastewater system with a flow rate of 50,000 gallons per day. The system included a series of three lagoons that tapered to a depth of 13 feet. Pond 1 had an average sludge depth of 1.9 feet, Pond 2 averaged 3.5 feet, and
Bio Energizer® Reduces Sludge 45% In One Year, Saves Municipal Plant $6 M In Dredging Costs
Summary In this study, a one-year bioremediation plan featuring Bio Energizer® was implemented for a municipal wastewater treatment facility with 2 primary lagoons in which sludge depths had reached 5–7 feet. The lagoons were at risk of upset and wastewater processing capacity was reduced. Sludge levels were measured at baseline and quarterly. Sludge depth was
Super Phos® Lowers Papermill Operating Costs in China
Problem The existing wastewater treatment system uses 600 kg/day of diammonium phosphate (DAP) to provide the needed phosphorus concentration to maintain a healthy microbial population to treat wastewater. These microorganisms break down the organic matter being discharged from the paper processing facility. Without the correct concentration of available phosphorus, the microorganisms are unable to grow
Related Blog Posts
Introducing New Humic Conversations Video Series
We are excited to introduce our new educational project, the Humic Conversations Video Series. As the name suggests, each episode of the series will focus on humic substances. Two leading researchers from our Humic Research Lab. Dr. Rich Lamar and Dr. Hiarhi Monda will share their expertise with the viewers. In Episode 1 of this
Microplex® JS Jump Starts Utah Summer Camp WWTF
by Heather Jennings, PE If I had to choose a favorite of our microbial products it would have to be our Microplex® JS product. It is a two-part formulation of a live synergistic blend of natural, Class I bacteria, specifically chosen for their ability to rapidly degrade solids, fats, lipids, proteins, detergents, hydrocarbons, and other
Breaking Down COD
By Heather Jennings, PE When I first came into the water field in the 2000s, the general rule of Chemical Oxygen Demand to Biochemical Oxygen Demand (or COD to BOD5) was 2:1. That was pretty much all you needed to know in order to understand whether something could be treated chemically, physically, or biologically. Now, the wastewater industry has moved toward COD instead of BOD5. The reason that COD is



