INTRODUCTION One of the most frequent and costly errors in municipal water and wastewater engineering is sizing a control valve to match the adjacent pipe diameter without performing proper hydraulic calculations. This “line-sizing” approach routinely results in valves that operate nearly closed, leading to severe control hunting, premature seat wear, and destructive cavitation. To avoid […]
INTRODUCTION For municipal consulting engineers, plant superintendents, and operators, a leaking pressure relief valve (PRV) is far more than a nuisance—it is a continuous drain on operational efficiency, an environmental compliance risk, and an indicator of compromised system safety. While operators frequently blame the valve manufacturer when weeping or fugitive emissions occur, the engineering reality […]
Introduction One of the most common, yet catastrophic, oversight errors in municipal water and industrial wastewater treatment plants occurs at the chemical feed skid. Engineers often spend countless hours specifying the perfect metering pump or chemically inert control valve, only to default to standard-issue automation. When dealing with highly corrosive substances like sodium hypochlorite, ferric […]
The halo 5 water system is a UV-based treatment platform many utilities are evaluating for potable, reuse, and tertiary disinfection applications. This article delivers a technical breakdown of its architecture, hydraulics, lamp and control characteristics, and how delivered UV dose performs under representative water qualities, with head-to-head context against TrojanUV, Xylem Wedeco, and Evoqua. For […]
INTRODUCTION One of the most persistent and costly errors in municipal water and wastewater engineering is the practice of “line-sizing” control valves. When engineers default to matching a control valve’s diameter to the adjoining pipe size, the result is almost always an oversized valve. A poorly sized valve operating continuously between 10% and 20% open […]
INTRODUCTION Handling heavy primary sludge, raw grit, lime slurries, or industrial tailings presents one of the most punishing fluid handling challenges in any treatment facility. In these applications, standard valving rapidly falls victim to severe abrasion, chronic clogging, and debilitating torque spikes. A surprising number of facilities experience premature valve failures—sometimes within months of commissioning—simply […]
INTRODUCTION One of the most consequential yet frequently misunderstood engineering parameters in municipal water and wastewater design is the Pressure Class of piping, valves, and appurtenances. A catastrophic pipeline failure or a blown flange gasket rarely occurs because the pipe couldn’t handle the steady-state static pressure; rather, failures typically happen because the design engineer miscalculated […]
INTRODUCTION In municipal water, wastewater, and industrial fluid transport systems, gate valves are the quintessential isolation mechanism. However, a common misconception plagues piping design: the assumption that because gate valves are typically operated either fully open or fully closed, calculating their flow coefficient is unnecessary. This oversight makes Gate Valves Sizing and Selection: Cv one […]
INTRODUCTION Catastrophic force main failures caused by hydraulic transients (water hammer) remain one of the most costly and environmentally damaging events a municipal utility or industrial wastewater plant can experience. When pumps suddenly trip due to power failure, the resulting surge wave can spike system pressures to multiple times their design limit, rupturing pipes, blowing […]
INTRODUCTION One of the most frequent, yet easily preventable, failure points in municipal and industrial treatment facilities occurs at the very bottom of chemical storage and settling tanks. When a bottom-drain valve fails to seat properly, binds due to corrosion, or leaks hazardous chemical sludge into secondary containment, engineers are forced into emergency response modes. […]