Winsor Dam

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Winsor Dam
Winsor Dam
Winsor Dam on the Quabbin
Official name Winsor Dam
Impounds Swift River
Creates Quabbin Reservoir
Locale Belchertown
Maintained by MWRA
Length 2,640 ft (804.7 m)
Height 295 ft (89.9 m)
Width (at base) 1100 ft (335.3 m)
Construction began 1935
Opening date 1939
Bridge information
Carries Winsor Dam Road
Width Two lanes
Vertical clearance
(vehicle height)
Unrestricted
AADT Closed
Geographical Data
Coordinates 42°16′59″N, 72°20′36″W

The Winsor Dam and the Goodnough Dike impound the waters of the Swift River and the Ware River Diversion forming the Quabbin Reservoir. According to the Massachusetts Department of Conservation and Recreation the Winsor Dam is one of the largest dams in the U.S. east. The Winsor Dam is part of the Chicopee River Watershed.

Contents

[edit] Characteristics

The dam has the following characteristics:

  • Length: 2640 ft (804.7 m)
  • Top width: 35 ft (10.67 m)
  • Max. bottom width: 1100 ft (335.28 m)
  • Height above river: 170 ft (51.82 m)
  • Height above bedrock: 295 ft (89.91 m)
  • Amount of earth fill: 4 million cubic yards.

[edit] MWRA water system overview

MWRA water system configuration
Enlarge
MWRA water system configuration

The MWRA and the Massachusetts Department of Conservation and Recreation (MDCR) own and operate the collection, treatment, distribution, and storage facilities that supply drinking water to some forty municipalities in the metropolitan Boston area. This water system design was based upon the purchase and subsequent protection of an entire watershed. This design assures that the water remains as pristine as possible. However, modern regulations require that all supplies of drinking water be chemically treated regardless of the source[1]. Additions to the MWRA water system throughout its history have resulted in redundancies that allow major sections of the water system to be shut down for repair or maintenance.

[edit] Water flow

Water flows from the MWRA's main storage facility, the Quabbin Reservoir in central Massachusetts, through the Quabbin Aqueduct to the Wachusett Reservoir in and around Boylston and Clinton [2]. Tributary rivers and streams comprising the Wachusett watershed, a 108 square mile (280 square kilometer) drainage basin, also feed the Wachusett Reservoir. At the eastern end of the Wachusett Reservoir, water enters the Cosgrove Tunnel at the Cosgrove Intake. The Cosgrove Tunnel feeds both the MetroWest Water Supply Tunnel (MWWST) and the Hultman Aqueduct. The MWWST starts from the Carroll Water Treatment Plant in Marlborough. The Hultman branches off at Framingham in two directions. The smaller branch, the Weston Aqueduct, empties into the Weston Reservoir in Weston. The main branch continues to the Norumbega Reservoir, also located in Weston[2].

[edit] Redundancy

Water can be treated with chlorine as it leaves the Wachusett Reservoir in an emergency, and again as it leaves the Norumbega Reservoir. This is to provide for a backup to the new water treatment facility, the John J. Carroll Water Treatment Plant, which started operation on July 27, 2005[3]. This plant is of modular design and provides ozonation for primary disinfection, chloramination for residual disinfection, fluoridation, and pH control.

[edit] John J. Carroll water treatment plant

Located at the town lines of Marlborough, Northborough, and Southborough, Massachusetts, this facility replaces the one used previously only for pH control[4]. It comprises four ozone generators with diffusers and five concrete contact chambers with a volume of 11.3 million gallons (42.7 million liters). The plant has a capacity of 275 million gallons (1.04 billion liters) per day, on an average day or 405 million gallons (1.53 billion liters) per day, at peak level. It cost US$340 million[3].

[edit] Electrical generation

The system includes three hydropower stations, with a total capacity of 8 MW[5]. Water released to the Swift River flows through the turbines at Winsor Station below the Winsor Dam. Water transferred from Quabbin to Wachusett can pass either through the turbines at Oakdale or through bypass pipes when flow requirements exceed turbine ratings. Water released from Wachusett into the Cosgrove Tunnel passes through the Cosgrove turbines[2][3].

MWRA power generation
Name City Unit Year in service Year retired Output MW Type
Winsor Dam Belchertown WINS 1950 In service 1.2 HY
Oakdale West Boylston OAKD 1951 In service 3.5 HY
Cosgrove Clinton UNI1 1969 In service 1.6 HY
Cosgrove Clinton UNI2 1969 In service 1.6 HY

The Quabbin Aqueduct connects the two reservoirs, and relies upon gravity to accommodate the three separate operational needs. First, diversion of water from the Ware River into the Quabbin Reservoir uses this aqueduct. Second, water transfer from the Quabbin Reservoir to the Wachusett Reservoir, through a hydropower station or a bypass pipe, uses it as well. The bypass valves are non-regulating valves, and when opened, only the head in the Quabbin Reservoir and the physical characteristics of the aqueduct govern the flow. Because the turbines are flow limited, the bypass mechanism permits transfer rates nearly twice as high as are possible through the turbines. Operationally, the single aqueduct fulfills three purposes, but only one operational mode is possible at a given time [6].

[edit] MWRA references

  1. ^ Safe Drinking Water Act. Retrieved on 2006-12-01.
  2. ^ a b c MWRA water system. Retrieved on 2006-12-01.
  3. ^ a b c Water system history. Retrieved on 2006-12-01.
  4. ^ John J. Carroll water treatment plant. Retrieved on 2006-12-01.
  5. ^ Electrical power generating plants. Retrieved on 2006-12-07.
  6. ^ Water system configuration. Retrieved on 2006-12-01.

[edit] References


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