Tag: changes

Feb 24
Metropolitan Water Reclamation District Stickney Water Reclamation Plant Chicago

FACILITY BASIC INFORMATION Plant Name: Stickney Water Reclamation Plant Location: Cicero/Stickney, Cook County, Illinois Operating Authority: Metropolitan Water Reclamation District of Greater Chicago (MWRD) Design Capacity: 1,200 MGD (Average) / 1,440 MGD (Max) Current Average Flow: ~700 MGD Population Served: 2.3 Million residents Service Area: 260 square miles (Central Chicago + 43 suburban municipalities) Receiving […]

Feb 24
Submersible Troubleshooting: Symptoms

Introduction In municipal wastewater lift stations and industrial effluent sumps, the submersible pump is often the most critical, yet least visible, asset. Because these units operate beneath the liquid surface, visual inspection during operation is impossible. Consequently, engineers and operators must rely heavily on external data and performance anomalies to identify impending failures. A surprising […]

Feb 23
Clarifier Tanks: How They Separate Solids in Treatment

Clarifier Tanks: How They Separate Solids in Treatment Article Overview Article Type: Informational Primary Goal: Explain how clarifier tanks remove and concentrate suspended solids in wastewater, provide the engineering principles and design parameters used to size and operate clarifiers, and give practical troubleshooting, retrofit, and vendor selection guidance for municipal and industrial wastewater professionals Who […]

Feb 23
Miami Dade Water And Sewer North District Wastewater Treatment Plant

FACILITY BASIC INFORMATION Plant Name: North District Wastewater Treatment Plant (NDWWTP) Location: 2575 NE 151st Street, North Miami, Miami-Dade County, Florida Operating Authority: Miami-Dade Water and Sewer Department (WASD) Design Capacity: 120.0 MGD (Annual Average Daily Flow) Current Average Flow: ~85-95 MGD Population Served: Approx. 2.4 million (System-wide), NDWWTP serves Northern region Service Area: North […]

Feb 23
Jefferson County Five Mile Creek Water Reclamation Facility Birmingham

FACILITY BASIC INFORMATION Plant Name: Five Mile Creek Water Reclamation Facility Location: Graysville/Birmingham, Jefferson County, Alabama Operating Authority: Jefferson County Environmental Services Department (JCESD) Design Capacity: 20.0 MGD Peak Hydraulic Capacity: 60.0 MGD Service Area: Northern Jefferson County (Forestdale, Graysville, Fultondale, Gardendale) Receiving Water Body: Five Mile Creek (Tributary to Locust Fork) NPDES Permit Number: […]

Feb 21
Lagoon Treatment Systems: Natural Wastewater Processing

Lagoon Treatment Systems: Natural Wastewater Processing Article Overview Article Type: Informational Primary Goal: Provide municipalities, design engineers, plant operators, and equipment manufacturers with a practical, technically rigorous guide to lagoon treatment system selection, design, operation, performance expectations, limitations, and upgrade strategies so they can evaluate whether a lagoon system is appropriate and how to design […]

Feb 21
Propeller Pump Troubleshooting: Symptoms

Introduction In high-volume municipal flood control, stormwater management, and industrial water transport, the axial flow “propeller” pump is the workhorse of the hydraulic world. However, their unique specific speed characteristics and sensitivity to intake conditions make them prone to issues that differ significantly from standard centrifugal pumps. Engineers and operators frequently overlook the subtle precursors […]

Feb 21
City Of Waterbury Water Pollution Control Plant

FACILITY BASIC INFORMATION Plant Name: Waterbury Water Pollution Control PlantLocation: 210 Municipal Road, Waterbury, New Haven County, CT 06708Operating Authority: City of Waterbury (Contract Operations: Jacobs/CH2M)Design Capacity: 27.0 MGDCurrent Average Flow: ~15-18 MGDPopulation Served: ~110,000 (Direct); Regional solids handling for ~30 communitiesService Area: City of Waterbury, Town of Watertown, Town of WolcottReceiving Water Body: Naugatuck […]

Feb 21
Transfer Pump Installation Best Practices (Wet Well Dry Pit and Rail Systems)

INTRODUCTION One of the most persistent challenges in municipal and industrial fluid handling is not the pump itself, but the configuration of the installation. Engineers frequently encounter systems where high-quality rotating assemblies fail prematurely due to poor intake design, inaccessible valving, or structural resonance—issues directly tied to the physical installation method. Statistics from major utility […]

Feb 21
Retrofit vs Replace: When to Upgrade Misc. Pumps in Aging Stations

Introduction In municipal and industrial water treatment infrastructure, the reliability of auxiliary equipment often dictates the resilience of the entire process. While massive raw sewage lift pumps garner the majority of capital planning attention, the failure of miscellaneous pumps—seal water systems, polymer feed pumps, sampling units, and dry-pit sump pumps—frequently triggers permit violations or costly […]