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District of Columbia Water and Sewer Authority, USA

Master Plan and Operations review and update in support of DCWASA's on-going capital improvement program.District of Columbia Water and Sewer Authority, USAHatch Mott MacDonald (HMM) of Millburn NJ and Michael Baker Jr., Inc. of Alexandria, VA, were awarded a US$9million, five-year contract by the District of Columbia Water and Sewer Authority (DCWASA) to provide Engineering Program Management Services for the water distribution system.

DCWASA provides domestic and fire protection services to the District of Columbia, serving a population in excess of 500,000 people. DCWASA is responsible for the retail distribution of water with average demands of approximately 135MGD.

The water system comprises approximately 1,300 miles of mains in seven pressure zones. Storage for system equalisation and fire fighting is provided in nine storage reservoirs and tanks. DCWASA also maintains and operates four pump stations and approximately 36,000 valves and 8,700 hydrants.

The Joint Venture Team provides overall Program Management of the water distribution system including planning, engineering design, and engineering design management services.

An initial effort of HMM was to develop water distribution hydraulic models that included all pipes within the water system for the various gradient zones. These models were developed from existing AutoCAD drawings of the water system, and were georeferenced to the Maryland State Plane Coordinate System to provide planning level accuracy for use and overlay with other GIS data sets. The development of the models included extensive quality control for the data conversion through the cross-reference of detailed system maps to verify the accuracy of the AutoCAD base map. Calibration of the models was developed through an extensive review of available SCADA information, previous hydrants flow tests, historical pipe coefficient test data, pipe materials data coupled with date of installation, and additional field flow tests.

Several notable hydraulic analyses that have been performed include:

Bryant Street Pump Station Analysis - prior to replacing 10 pumps serving four gradient systems, a detailed analysis of suction and discharge hydraulics was performed for this 100MGD pump station to determine cost effective pump selections for the anticipated range of head conditions. An extensive operations analysis was performed to determine the operating costs for various efficiency pumps.

Modelling in Support of Valve Replacement Projects - the current Capital Improvements Program (CIP) includes the replacement of major valves within the water system which require extensive shutdowns of existing water mains for valve isolation. Prior to performing the field work, modelling is performed to identify the interim pressures and hydrant flow capacities to identify any potential adverse conditions.

Bryant Street Pump Station Surge Analysis - a skeletised version of the water model pipe and node geometry was imported into KYPIPE 2000 software to perform transient analysis in support of ongoing rehabilitation at the pump station which includes the replacement of existing surge protection devices. The analysis includes recommendations for the opening/closing speed of the pump control valves, and the pressure settings for surge control devices.

Modelling in Support of Future CIP - the models were used to perform global fire protection and pressure analyses to determine locations requiring hydraulic improvements. The model is used to evaluate multiple alternatives for water system improvements, to determine which alternatives are cost-effective.

Saint Elizabeth's Hospital Tank - ongoing development within the existing Anacostia First High Gradient System has reduced available pressures and supply to customers. In order to improve hydraulics, an investigation was performed to create a new sub-zone with a proposed tank at a high elevation. The model was used to validate the conceptual plan which included a new pump station; tank; and pipeline improvements to maintain hydraulic capacity for fire protection and pressures within the new subzone.

An additional effort by HMM included the development of an internal web page that serves out GIS data using ESRI's ArcIMS. The GIS web page includes many GIS data sets that are used to improve data sharing and the analysis of distribution system conditions, including:
  • Input and output from hydraulic modelling assignments
  • Locations of closed/broken valves
  • Pipe material and condition inventory
  • Topographic data
  • Street centrelines with geocoding capabilities
  • Hot links to scans of distribution maps; and
  • Other environmental datasets


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