Summer ammonia removal via nitrification is less of a challenge for lagoons than cold weather ammonia removal, as nitrifying bacteria are temperature sensitive and thrive in warmer water. The interplay between algae and bacteria, dissolved oxygen, pH, and temperature determines the pathway and rate of nitrification. Watch our video, 6 Key Factors for Nitrification, then read below for tips on how a lagoon can be optimized for summer ammonia removal. Continue reading →
Hydraulic fracturing, or fracking, is the process of injecting pressurized water, chemicals, and sand into the ground to extract shale oil and natural gas. While fracking has transformed energy production in the U.S., it requires a lot of water and thus creates a lot of wastewater, which must be treated and disposed of safely. In this video interview, Triplepoint’s resident expert, western regional manager Tom Daugherty, gives the lowdown on fracking wastewater and how frac ponds can be economically upgraded with MARS aeration. Read below for highlights and links to more information.
Duckweed, or water lens, is a rapidly growing, invasive aquatic plant that thrives in wastewater lagoons due to the presence of ammonia and phosphorus, which act as fertilizer. Since summertime is high season for lagoon duckweed, it’s a good time to revisit the topic—what duckweed is and what it does, and review some methods of duckweed control. Continue reading →
Coarse bubble aeration for lagoons has fallen out of favor, mainly because of its inefficiency compared to fine bubble aeration. While coarse bubble aeration provides excellent mixing performance, it doesn’t transfer oxygen as well as fine bubble does, requiring higher energy expenditures.
This video case study shows how replacing coarse bubble aeration with Triplepoint’s MARS aeration allows a municipality to save money on energy and produce high quality effluent for beneficial reuse in irrigation. Continue reading →
Spring is the time of the year when unmixed lagoons turn over, so it’s also the time of the year when operators (and local residents) are concerned about wastewater lagoon odor control. Although spring lagoon turnover and its accompanying odors may be normal and expected, that doesn’t mean they are tolerated. In this short article, we’ll explain what causes lagoons to turn over and what can be done to mitigate odor issues. Continue reading →
Short-circuiting occurs when wastewater flows through the lagoon unevenly, allowing some of the influent to take a short cut through the cell and bypass the treatment process. Since adequate retention time is critical to lagoon treatment, anything that shortens retention time can result in high BOD and TSS in effluent. In this article, we’ll describe the ways lagoon hydraulics can contribute to short-circuiting, how to diagnose it, and how it can be prevented. Continue reading →
We’re always a little disheartened when we hear of a facility decommissioning their lagoon in favor of a mechanical treatment plant. While mechanical plants provide excellent effluent quality, for the most part they can be overkill for a small town. With proper lagoon optimization training, a lagoon system can be improved and rehabbed to stay in permit at a fraction of the cost of replacing it.
Even if a new mechanical wastewater facility is funded with block grants or low-interest loans, the additional energy, maintenance, and operations costs make it more expensive than a lagoon. We outline some of these unexpected expenses in our blog, The Hidden Costs of Replacing a Lagoon with a Mechanical Plant.
We’re all about helping Lagoons Do It Better. To that end, we set up periodic lagoon training events in different locations with crack lagoon expert Steve Harris. He has over twenty years’ experience as a lagoon consultant and instructor and literally wrote the book on lagoon troubleshooting and optimization. (If you don’t have a copy of Wastewater Lagoon Troubleshooting: An Operators Guide, we highly recommend you get one. It’s detailed and written in plain language, and it’s our go-to resource for diagnosing, understanding, and solving lagoon issues.) Continue reading →
The CDC is calling this year’s flu season the worst since 2009, with the double-whammy of an especially deadly strain and a poor match by this year’s flu vaccine. Although the current influenza outbreak is a fraction as severe as the Spanish Flu outbreak of one hundred years ago, and modern antivirals and antibiotics should prevent such a significant loss of life from occurring again, widespread illness can still have a devastating impact on a wastewater facility.
What could a flu pandemic mean for a wastewater lagoon? In this article, we’ll discuss pathogen removal in general and highlight some of the other challenges widespread illness may create for the wastewater lagoon operator. Continue reading →
Energy costs for aeration represent the largest expense for a wastewater lagoon facility, so any increase in efficiency directly improves the bottom line. Since aeration systems are designed to be efficient at the lagoon’s full design capacity, they can be inefficient and wasteful at actual flow and BOD levels. In this article, we’ll outline why a lagoon facility can end up significantly overbuilt, and present methods of aerated lagoon optimization to save energy costs. Continue reading →
The winter of 2017–18 is already one for the books, with record cold temperatures in the Midwest and eastern U.S., and snow as far south as Florida. So far, most of the western U.S. has enjoyed relatively mild conditions, but there’s still a couple of months of winter left to go.
It’s our belief, our motto, and our mission. Lagoons provide reliable, cost-effective, low maintenance wastewater treatment, and should be reinvented, not replaced. We’ve dedicated our 30+ years of lagoon engineering expertise to innovating technologies that leverage existing infrastructure while minimizing capital expense. Our cutting-edge lagoon process solutions include efficient lagoon aeration and mixing, cold weather ammonia-nitrogen removal, advanced lagoon treatment, and tertiary phosphorus removal.