FACILITY BASIC INFORMATION Plant Names: Reclamation Plant No. 1 (Fountain Valley) & Treatment Plant No. 2 (Huntington Beach) Location: Fountain Valley and Huntington Beach, Orange County, California Operating Authority: Orange County Sanitation District (OC San) Combined Design Capacity: Approx. 372 MGD (Secondary Treatment) Current Average Flow: 185 MGD Population Served: 2.6 million residents Service Area: […]
The authoritative technical profile for the Southwest’s largest wastewater treatment facility. FACILITY BASIC INFORMATION Plant Name: Hyperion Water Reclamation Plant (HWRP) Location: 12000 Vista del Mar, Playa del Rey, Los Angeles, CA 90293 Operating Authority: LA Sanitation & Environment (LASAN) / City of Los Angeles Design Capacity: 450 MGD (dry weather) / 800 MGD (peak […]
INTRODUCTION A frequent failure mode in municipal water and industrial wastewater applications is not the catastrophic burst of a casing, but the silent, cumulative degradation of insulation and mechanical seals due to thermal stress. Engineers often prescribe Variable Frequency Drives (VFDs) to improve energy efficiency, assuming that slowing a pump down inherently reduces stress on […]
Introduction to Submersible Pump Metallurgy One of the most persistent and costly challenges in modern wastewater management is the premature degradation of submersible pumping equipment due to shifting influent chemistry. As water conservation efforts reduce flow rates, wastewater becomes more concentrated. Simultaneously, longer retention times in force mains and collection basins accelerate septicization, leading to […]
Ion Exchange Water Softening: How to Remove Hard Water Minerals Article Overview Article Type: How-To Guide Primary Goal: Give municipal and industrial wastewater professionals a detailed, engineer-grade guide to design, specify, operate, and troubleshoot ion exchange water softening systems that remove calcium and magnesium, including resin selection, regeneration chemistry, brine management, monitoring and a worked […]
Introduction One of the costliest errors in municipal wastewater design is the mismatch between pump metallurgy and fluid characteristics. Engineers often default to 316 Stainless Steel for its “universal” corrosion resistance, only to witness premature failure due to abrasive scour in grit-heavy sludge applications. Conversely, specifying standard Grey Cast Iron for septic receiving stations can […]
Stormwater Treatment Systems: Managing Runoff Effectively Article Overview Article Type: Informational Primary Goal: Provide municipal engineers, wastewater operators, plant design engineers, and equipment manufacturers with a comprehensive, technically rigorous guide to selecting, designing, operating, and evaluating stormwater treatment systems so they can meet regulatory requirements, reduce pollutant loads, and improve resilience to changing rainfall patterns. […]
Greywater Recycling: Sustainable Water Reuse Solutions Greywater recycling systems provide a practical route to cut potable water use and reduce sewer loads in municipal and large-building projects. This article delivers the engineering, regulatory, and lifecycle guidance needed to scope, specify, and operate nonpotable greywater reuse at scale, with performance targets, instrumentation and monitoring requirements, and […]
Introduction Chemical dosing accuracy is the silent guardian of water quality compliance and the hidden driver of operational expenditure. In municipal and industrial treatment plants, the failure to properly understand hydraulic behavior results in millions of dollars lost annually to chemical waste, premature equipment failure, and process instability. A surprising industry statistic suggests that over […]
The authoritative technical resource for the Norman, Oklahoma wastewater infrastructure. FACILITY BASIC INFORMATION Plant Name: Norman Water Reclamation Facility (WRF) Location: Norman, Cleveland County, Oklahoma Operating Authority: Norman Utilities Authority (NUA) Design Capacity: 17.0 MGD (Average Daily Flow) Peak Hydraulic Capacity: 42.5 MGD Current Average Flow: ~11.5 – 13.0 MGD Population Served: ~128,000 residents Service […]