Tag: hydraulic design

Mar 12
Gate Valves Sizing and Selection: Cv

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 […]

Mar 01
Rotary Lobe Installation Best Practices (Wet Well Dry Pit and Rail Systems)

Introduction For decades, the default solution for moving wastewater and sludge has been the non-clog centrifugal pump. However, as modern wastewater streams become increasingly burdened with fibrous materials (“flushable” wipes) and solids content rises due to enhanced thickening processes, the traditional centrifugal curve is often pushed to its limit. Engineers frequently encounter a critical decision […]

Feb 24
Double Disc Pump Clogging and Ragging: How to Reduce Blockages

Introduction In the realm of municipal wastewater treatment, the handling of thickened sludge, scum, and septage presents a persistent challenge: the increasing prevalence of non-dispersible solids. While engineers frequently turn to positive displacement technologies for these viscous fluids, Double Disc Pump Clogging and Ragging: How to Reduce Blockages remains a critical operational concern. Despite being […]

Feb 19
Progressive Cavity Wet Well Design and Minimum Submergence to Prevent Vortexing

Introduction to PC Pump Intake Hydraulics One of the most persistent and expensive failure modes in municipal wastewater treatment plants involves the premature destruction of progressive cavity (PC) pump stators. While often blamed on “bad rubber” or manufacturing defects, a significant percentage of these failures are actually hydraulic issues rooted in the civil and mechanical […]

Feb 17
Non-Clog Wastewater Pumps Wet Well Design and Minimum Submergence to Prevent Vortexing

Introduction One of the most persistent and costly failures in municipal wastewater collection systems is not the mechanical failure of the pump itself, but the failure of the intake hydraulics. Engineers frequently specify high-efficiency, robust pumping equipment, only to place it into a geometry that guarantees reduced lifespan. A significant percentage of premature bearing failures, […]

Feb 12
Centrifugal Pumps Wet Well Design and Minimum Submergence to Prevent Vortexing

INTRODUCTION One of the most persistent and costly misconceptions in municipal and industrial water treatment is viewing a wet well merely as a concrete holding tank. In reality, the wet well is a complex hydraulic structure that dictates the reliability of the pumping equipment. A startling number of premature pump failures—often attributed to “defective manufacturing”—are […]

Feb 10
Selection Guide: How to Specify Vertical Turbine for Municipal Lift Stations

Introduction One of the most frequent points of failure in municipal pumping infrastructure involves the misapplication of pump geometry to the wet well environment. While submersible non-clog pumps dominate small to medium sewage lift stations, engineers frequently turn to vertical turbine pumps (VTPs) for high-flow, high-head, or footprint-constrained applications. However, a staggering number of these […]

Feb 09
Dewatering Pump Wet Well Design and Minimum Submergence to Prevent Vortexing

Introduction to Intake Hydraulics For municipal and industrial engineers, the physical geometry of a pump station is often treated as secondary to the selection of the pump itself. However, industry data suggests that nearly 30% of premature pump failures—manifesting as vibration, cavitation damage, and bearing wear—are directly attributable to poor intake conditions rather than mechanical […]

Feb 05
Boulder Wastewater Treatment Plant

FACILITY BASIC INFORMATION Plant Name: Boulder Water Resource Recovery Facility (formerly 75th Street WWTF)Location: 4049 75th Street, Boulder, Boulder County, ColoradoOperating Authority: City of Boulder Utilities DepartmentDesign Capacity: 25.0 MGD (Hydraulic)Current Average Flow: ~13.5 MGDPopulation Served: ~108,000 residents (plus substantial commercial/industrial/university base)Service Area: City of Boulder and Gunbarrel Improvement DistrictReceiving Water Body: Boulder Creek (Segment […]

Jan 29
Evoqua vs ClearStream Environmental for Clarification: Pros/Cons & Best-Fit Applications

Introduction Clarification remains the ubiquitous workhorse of municipal and industrial wastewater treatment, yet the specification of clarifier mechanisms is frequently reduced to a “copy-paste” exercise from previous projects. This oversight often leads to substantial long-term consequences: hydraulic instability, premature drive failure, and chronic solids carryover that threatens permit compliance. In the United States market, two […]