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U.S. Geological Survey Water-Supply
Paper 2375 National Water Summary 1988-89--Floods and Droughts:
MASSACHUSETTS Floods and Droughts
Frequent weather changes and abundant
precipitation in Massachusetts result from frontal systems or storms that
move across the continent and exit through the northeastern United States.
Dominant airmasses that affect national weather patterns are polar
continental, tropical maritime, and, to a lesser degree, polar maritime.
Widespread flooding is caused by intense rainfall and snowmelt,
northeasters, and tropical storms. A combination of intense rainfall and
snowmelt caused the floods of March 1936, March 1968, and March-April
1987. Hurricanes or tropical storms caused the floods of November 1927,
September 1938, and August 1955. The floods of 1936 and 1938 affected the
largest area of the State. Droughts of 1929-32, 1939-44, and 1980-83 were
widespread but not as severe as the 1961-69 drought, which was the
severest on record. Evaluation of the present drought (1985-88) in the
Housatonic River basin is incomplete because this event may continue;
however, it presently ranks equal in severity to the drought of 1929-32.
Floods and droughts have affected the
water-management and planning activities of several State and Federal
agencies. Water management at the State level is coordinated by the
Massachusetts Water Resources Commission, which recently adopted water-use
and supply-management measures. Potential drought conditions are reviewed
by State and Federal agencies. Development in the flood plain is
controlled by the State and most local governments.
GENERAL CLIMATOLOGY
The climate of Massachusetts is
predominantly continental, modified by proximity to the Atlantic Ocean,
altitude, and terrain. Frontal systems moving across the continent and
through the north-east affect Massachusetts. The State has frequent
weather changes and abundant precipitation.
Airmasses that dominate climate include:
cold and dry from the Canadian and Arctic areas (polar continental), cool
and damp from the northern Atlantic (polar maritime), and warm and moist
from the Gulf of Mexico and the adjacent subtropical Atlantic Ocean
(tropical maritime). Airmasses having less effect on the State are
subtropical continental airmasses from the southwestern United States and
Mexico and maritime airmasses from the Pacific Ocean that are modified
during movement across the continent.
In addition to the oceans, important
moisture sources include local and upwind land surfaces, as well as lakes
and reservoirs, from which moisture evaporates into the atmosphere.
Typically, as a moisture-laden ocean airmass moves inland, it is modified
to include some water that has been recycled one or more times through the
land-vegetation-air interface.
Tropical maritime air brings the greatest
moisture (fig. 1). Most precipitation occurs in conjunction with frontal
systems, where either the moist air is pushed over a wedge of cold air
(warm front) to cause precipitation or an advancing wedge of cold air
(cold front) lifts the warm air above condensation levels. Convective
showers, commonly thunderstorms, contribute considerable summertime inland
precipitation.
Average annual precipitation ranges from
about 40 inches in the Connecticut River valley to about 50 inches in the
higher altitudes of the Berkshire Hills. Precipitation in coastal areas
averages about 45 inches annually because the Atlantic Ocean and coastal
storms provide additional moisture. Precipitation exhibits no distinct
seasonably. Most winter precipitation is in the form of snow, and average
seasonal snowfall totals range from about 30 inches on Cape Cod to about
75 inches in the Berkshire Hills.
Although disastrous and extensive floods
are rare, they are possible if intense spring rains combine with warm,
humid winds to release water rapidly from a thick snowpack. Widespread
flooding also is caused by major hurricanes or tropical storms. Localized
street and basement flooding occurs occasionally from severe
thundershowers; flooding of larger areas can result from coastal
"northeasters."
Droughts are caused by the prevalence of
dry northern continental air and a decrease in coastal- and
tropical-cyclone activity. During the 1960's, a cool drought occurred
because dry air from the north caused lower temperatures in the spring and
summer of 1962-65. The northerly winds drove frontal systems to sea along
the Southeast Coast and prevented the Northeastern States from receiving
moisture (Harkness and others, 1986, p. 30). |
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MAJOR FLOODS AND DROUGHTS
Floods and droughts adversely affect
agriculture, tourism, industry, water supply, and waste disposal.
Widespread floods can occur at any time. Although floods are of short
duration, the property damage inflicted can take years to repair.
Prolonged droughts, caused by successive years of less than average
precipitation, affect water-supply systems that rely on surface water.
Short-term droughts may have a noticeable effect on public water supplies
because water use has increased in recent years, whereas water supplies
have decreased. All major urban areas and 68 percent of the population use
surface water. In 1980, 84 percent of the water used in the State was from
surface water (U.S. Geological Survey, 1986, p. 271).
The most significant floods and droughts
in Massachusetts are listed chronologically in table 1; rivers and cities
are shown in figure 2. Floods and droughts, as discussed herein, are
documented by streamflow and precipitation records. Establishment of a few
streamflow-gaging stations in Massachusetts began in 1900. Streamflow data
are collected, analyzed, stored, and reported by water year (a water year
is the 12-month period from October 1 through September 30 and is
identified by the calendar year in which it ends). Precipitation records
are useful to identify droughts that occurred before streamflow records
became available. Information on historical floods in New England between
1620 and 1955 that includes comparative flood stages for selected sites
has been documented by Thompson and others (1964). Reports on droughts are
few in comparison to the many reports by State and Federal agencies
concerning floods occurring in the 1900's. The major floods and droughts
selected for analysis are those that affected an extensive area and
exceeded a recurrence interval of 25 years for floods and 10 years for
droughts. |
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FLOODS
Flood-frequency data computed for as many
as 36 gaging stations in Massachusetts and adjacent States were used to
evaluate the severity of the floods and to delineate the extent of
flooding. Six stations were selected from the statewide gaging-station
network to depict the major floods (fig. 3). Peak discharge at each
station was minimally affected by human activities, the period of record
was sufficient for documentation, and each station was in operation as of
1988. Major floods of 1936, 1938, 1955, 1968, and 1987 were selected for
further discussion because these significant events affected large areas
and caused significant loss of life or property damage.
A series of meteorologic conditions
produced flooding during the winter of 1936 (Grover, 1937, p. 7-62, 332).
Cold weather early in the winter caused frozen ground. Subsequent
snowstorms and low temperatures without the usual winter thaws resulted in
an unusually large accumulation of snow. Rainfall totals from two major
storms during March 9-22, 1936, were record maximums. During March 9-13,
rainfall of 2-3 inches occurred mostly within 24 hours. The rain, in
combination with warm temperatures, melted the snow and ice cover and
released ice floes into river channels, causing flooding. Discharge on
streams in the east and southeast peaked on March 13-15. The storm of
March 16-19 produced an additional 1-8 inches of rain, which combined with
snowmelt runoff from the first storm and resulted in flooding in the rest
of the State from March 18-20. Total rainfall and water content of snow
were greatest in the headwaters of the Connecticut and Merrimack Rivers in
Vermont and New Hampshire.
Advance forecasts allowed evacuation of
dangerous areas during the March 1936 flood. Damage to buildings and
structures was caused by ice and floodwater. Flooding of the upper
Deerfield River (fig. 2) was minimized because runoff from 184 square
miles was controlled by reservoirs operated for hydroelectric power. The
flood was the largest in recorded history on the Connecticut and Merrimack
Rivers in Massachusetts, as a result of the runoff generated in areas of
these river basins outside the State. Mills and factories in Haverhill,
Lowell, and Lawrence received the most damage. The peak discharge of
16,300 ft3/s (cubic feet per second) for
the North Nashua River near Leominster (fig. 3, site 1) exceeded the
100-year recurrence interval. Damage in Massachusetts was estimated at
about $36 million (Uhl, 1937, p. 471).
Flood flows, hurricane winds, and an
ocean storm wave combined in September 1938 to form the "Great Hurricane
of 1938"--the worst disaster in the history of New England (Paulsen and
others, 1940, p. 2-61). Intense rainfall during September 18-20, 1938, was
followed by a hurricane that moved up the Connecticut River valley. The
arrival of the ocean storm wave associated with the flood flows and
hurricane of September 1938 at high tide caused extreme tidal stages in
Buzzards Bay and southern Cape Cod. The hurricane brought additional
rainfall of about 3 inches on September 21. Total rainfall exceeded 10
inches in most of central Massachusetts. A maximum of nearly 17 inches
occurred along the eastern edge of the Connecticut River basin at Barre.
Flood stages on the Connecticut River
during the September 21-23, 1938, flood were 4.5 and 2.2 feet lower,
respectively, than those of the flood of March 1936 near the northern and
southern borders of the State. The peak discharge of 3,000 ft3/s for Priest Brook near Winchendon (fig. 3, site
4) was about 2 times the 100-year recurrence interval. The flood of
September 21-23, 1938 (11,520 ft3/s),
was exceeded only by the flood of 1949 (12,200 ft3/s) on the Housatonic River near Great Barrington
(fig. 3, site 6). In the Northeastern United States, an estimated 500
lives were lost, and damage was about $330 million (Paulsen and others,
1940, p. 2-3). Although most loss of life and damage were in the coastal
areas, the extent of coastal flooding could not be shown in figure 3.
The flood of August 18-23, 1955, was
caused by Hurricanes Connie and Diane, which occurred days apart; the
result was loss of life and extensive property damage from North Carolina
to Massachusetts (Bogart, 1960, p. 12-16, 28-29). Hurricane Connie ended
what had been an extended dry spell. During August 11-16, total rainfall
ranged from 2 to 9 inches. This storm was followed by rainfall of from 2
to 19 inches from Hurricane Diane during August 17-20. Flood stages were
increased because of the failures of dams. Flood peaks, which were
increased by these dam failures, are the maximum known peak discharges
along the Blackstone River. The most damaging floods occurred from the
Blackstone River west to the New York State line; recurrence intervals
ranged from 5 years to greater than 100 years. Flooding in the Housatonic
River basin to the west was relatively minor-6,060 ft3/s for the Housatonic River near Great Barrington
(fig. 3, site 6). In the Westfield River basin, where maximum measured
rainfall was almost 20 inches, high flows were generated along the main
stem downstream from Knightville Dam and in the southern part of the
basin. The peak discharge of 26,100 ft3/s for the West Branch Westfield River at
Huntington is the maximum for the period of record and had a recurrence
interval greater than 50 years. In Massachusetts, this flood caused 12
deaths and damage of about $133 million (U.S. Army Corps of Engineers,
1956, p. 1).
Several climatic events combined to cause
severe flooding during March 18-22, 1968, in eastern Massachusetts and
Rhode Island. Extended cold weather during January and February froze the
ground and created a thick ice cover on streams and rivers; snow cover was
greater than normal (U.S. Army Corps of Engineers, 1968, p. 1). These
antecedent conditions combined to fill swamps and lowland areas and to
decrease the capacity of streams to carry high flows. Much of the snow
cover was melted by rain on March 12-13. Rainfall of 4-7 inches during
March 17-19 resulted in record totals for 24-hour periods (Wood and
others, 1970, p. 1-4). Flood-peak discharges exceeded those of August 1955
on some streams. The peak discharge of 1,460 ft3/s for the Wading River near Norton (fig. 3, site
3) exceeded the 100-year recurrence interval. Floodlosses were estimated
at $35 million (U.S. Army Corps of Engineers, 1968, p. 11-14). Damage to
private residences exceeded damage to industrial, commercial, or public
facilities because many flood-prone areas had been urbanized in the
1960's.
Two storms caused major flooding from
March 31 to April 10, 1987, in northeastern and north-central
Massachusetts (Fontaine, 1987). A seasonally dry weather pattern and high
air temperatures decreased the snow cover that had reached near-record
levels in January (U.S. Army Corps of Engineers, 1987b). Rainfall during
the first fast-moving storm of March 30-April 2 ranged from 1 to 4 inches.
Rainfall quantities were smaller in the mountains of central and western
Massachusetts, where melting of the snowpack increased the runoff. Peak
discharge of 10,200 ft3/s for the North
River at Shattuckville was the fourth largest since 1940. Intense rainfall
from the second slow-moving storm during April 4-8 occurred in the
northwestern and northeastern parts of the State. Maximum measured
rainfall was almost 9 inches, with most areas receiving more than 3
inches. Intense rainfall on the steep slopes of western Massachusetts
produced flash flooding that damaged roads, bridges, culverts, public
facilities, and farmland. Major flooding of low-lying areas in the eastern
part of the State inundated homes and businesses and closed roads. Record
peak discharges were recorded: 3,550 ft3/s on the Ipswich River near Ipswich (fig. 3, site
2) and 14,200 ft3/s on the North River.
The peak discharge on the North River exceeded the peak recorded 5 days
earlier at the same site. At Lowell, the Merrimack River reached its
highest level since September 1938. These two storms produced record or
near-record flood-control storage in reservoirs. |
Table 1. Chronology of
major and other memorable floods and droughts in Massachusetts,
1927-88 [Recurrence interval:
The average interval of time within which streamflow will be greater than
a particular value for floods or less than a particular value for
droughts. Symbol: >, greater than. Sources: Recurrence intervals
calculated from U.S. Geological Survey data; other information from U.S.
Geological Survey. State and local reports, and newspapers]
Flood or drought |
Date |
Area affected (fig. 2) |
Recurrence interval (years) |
Remarks |
Flood |
Nov. 3-6, 1927 |
Hoosic, Housatonic, Westfield, and
Farmington River basins; Connecticut and Merrimack Rivers. |
10 to 100 |
Conditions created by torrential
rains from tropical storm and Oct. rainfall.
Multistate. |
Drought |
1929-32 |
Statewide |
10 to >50 |
Water-supply sources altered in 13
communities. Multistate. |
Flood |
Mar. 13-15, 18-20, 1936 |
Statewide |
5 to >100 |
Large snowfall, frozen ground, and
two major rainstorms in Mar. Multistate. Damage, $36
million. |
Flood |
July 24-29, 1938 |
Concord, Ipswich, Charles, and
Blackstone River basins. |
5 to 40 |
Series of showers and thunderstorms
July 17-25 produced 10 inches of rain. Multistate. |
Flood |
Sept. 21-23, 1938 |
Central and western Massachusetts
and Merrimack River; Buzzards Bay and south shore of Cape
Cod. |
40 to >100 |
Intense rains, hurricane, and tidal
surge. Estimated deaths, 500; damage, $330 million in Northeastern
United States. |
Drought |
1939-44 |
Statewide |
15 to >50 |
More severe in eastern and extreme
western Massachusetts. Multistate. |
Flood |
Sept. 14, 1944 |
South shore of Cape Cod and outer
islands. |
Unknown |
Hurricane wave surge arrived before
low tide but produced record tidal levels along the southern
coast. |
Flood |
Dec. 31,1948, to Jan.
1,1949 |
Housatonic and Hoosic River basins
and western tributaries of Connecticut River basin. |
5 to >100 |
Intense rainfall of 5-12 inches.
Snow cover did not affect peak flows. Multistate. Deaths,
5. |
Flood |
Aug. 31, 1954 |
Coastal areas south of Cape
Cod. |
Unknown |
Hurricane Carol. |
Flood |
Aug. 18-23, 1955 |
Southern Massachusetts |
5 to >100 |
Hurricanes Connie and Diane.
Multistate. Deaths, 12; damage, $133 million. |
Flood |
Oct. 15-16, 1955 |
Deerfield, Nashua, Ware,
Farmington, and Westfield River basins. |
5 to 30 |
Intense rainfall from localized
storms. Damage, $790,000. |
Drought |
1957-59 |
Statewide |
5 to 25 |
Record low water levels in
observation wells, northeastern Massachusetts. |
Drought |
1961-69 |
Statewide |
35 to >50 |
Water-supply shortages common.
Record drought. Multistate. |
Flood |
Mar. 18-22, 1968 |
Eastern Massachusetts |
5 to >100 |
Multistate. Damage, $35
million. |
Flood |
Feb. 6-7, 1978 |
Coastal areas. Cape Cod north to
New Hampshire border. |
Unknown |
Record tidal levels. Multistate.
Deaths, 54 in New England. Major disaster declared. |
Flood |
Jan. 25-28, 1979 |
Central and eastern
Massachusetts. |
5 to 40 |
Intense rains Jan. 21-25.
Multistate. Disaster declared. Damage, $30 million. |
Drought |
1980-83 |
Statewide |
10 to 30 |
Most severe in Ipswich and Taunton
River basins; minimal effect in Nashua River basin.
Multistate. |
Flood |
May 29-June 5, 1984 |
Statewide except southeastern
Massachusetts. |
5 to 80 |
Prolonged 6-day storm left 5-9
inches of rain. Flooding on Connecticut, Housatonic, and Merrimack
Rivers. Multistate. |
Flood |
Mar. 31-Apr. 10. 1987 |
Northeastern and northwestern
Massachusetts. |
10 to >100 |
Intense rains Mar. 30-Apr. 2 and
snowmelt. Major disaster declared. Multistate. |
Drought |
1985-88 |
Housatonic River basin |
25 |
Duration and severity as yet
unknown. Streamflow showed mixed trends
elsewhere. | |
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DROUGHTS
Multiyear droughts are identified by
analyzing annual and cumulative departures from long-term average
streamflow. Streamflow deficits were analyzed and recurrence intervals
computed for selected droughts. The droughts of 1929-32, 1939-44, 1961-69,
and 1980-83 were significant because of their severity and areal extent.
Data for as many as 24 gaging stations and drought information from
adjacent States were used to define the severity and extent of these
events (fig. 4). Annual departures of average discharge from long-term
averages are shown by bar graphs for six selected sites (fig. 4). The
selection process for these sites was similar to that used in the flood
analysis. Droughts are identified by consecutive bars having a negative
departure; the greater the departures and the more consecutive years they
occur, the more severe the drought. Periods of greater than average
streamflow are indicated by consecutive bars having a positive departure.
Kinnison (1931, p. 148-153, 162-163)
identified the three most severe droughts on record as those of 1879-83,
1908-12, and 1929-30. Kinnison compared runoff for the three periods from
two regulated lake basins; runoff during the 1908-12 and 1929-30 droughts
was about equal and less than the runoff during the 1879-83 drought. Later
analysis indicated that the 1929-30 drought extended for 2 more years and
thus became the 1929-32 drought.
During the 1929-32 drought, new or
emergency water-supply sources were developed in six communities in
central and western Massachusetts. The following year, 10 communities,
including 3 located in eastern Massachusetts, sought additional water from
adjacent communities or from emergency sources. The intake works of three
water-supply systems were modified to permit withdrawals at lower water
levels. Recurrence intervals ranged from 10 to greater than 50 years for
the Quaboag River at West Brimfield (fig. 4, site 4), where the greatest
departure from average flow occurred in 1930. Areal extent of this drought
is based on an analysis of the records at eight gaging stations.
The 1939-44 drought had a recurrence
interval greater than 25 years throughout the State, except in the western
tributaries of the Connecticut River and smaller eastern tributaries.
Streamflow records for 16 gaging stations were available to evaluate the
severity of this event. The drought affected eastern, central, and extreme
western Massachusetts to a greater extent than the 1929-32 drought.
Recurrence intervals ranged from 45 years to greater than 50 years in the
eastern part of the State. Annual departures in streamflow for the Charles
River at Dover (fig. 4, site 1) and the Wading River near Norton (fig. 4,
site 2) followed a similar pattern.
The severest drought on record in the
Northeastern United States was during 1961-69. Water supplies and
agriculture were affected because of the severity and long duration of the
drought. Precipitation was less than average beginning in 1960 in western
Massachusetts and beginning in 1962 in eastern Massachusetts (Copeland,
1966, p. 7-8). Streamflow had the greatest negative departure during 1965
in the west and 1966 in the east (fig. 4, sites 1-6). In 1965, the
Massachusetts Water Resources Commission reported that emergency water
supplies were being used by 23 communities. Water-supply emergencies were
declared by the Massachusetts Department of Public Health for 37
communities, and 3 water districts invoked water-use restrictions.
Voluntary water-use restrictions were adopted by about 30 communities. Ten
communities had water supplies that were in a critical condition, that had
less than 90 days of surface-water supply, or that required a decrease in
ground-water pumpage (U.S. Army Corps of Engineers, 1965, p. 3-4).
Southeastern Massachusetts was declared critical for agriculture because
of the water needs by the cranberry industry. The Massachusetts Civil
Defense and Office of Emergency Preparedness provided eight communities
with pumps and pipes to augment water supplies. Quabbin Reservoir, the
major water source for the metropolitan Boston area, reached 45 percent of
capacity in 1967; however, mandatory water-use restrictions were not
required during this drought. In the Chicopee River basin, less than
average streamflow in 1971 in the Quaboag River at West Brimfield (fig. 4,
site 4) caused renewed concern for the declining water levels in Quabbin
Reservoir.
On the basis of streamflow records, the
1980-83 drought was the least severe of the four major droughts (fig. 4).
However, the increase in population, water use, and abandoned water-supply
sources are important to the analysis of this event. Forty-two communities
or water districts had water emergencies, and 19 communities had voluntary
restrictions on the outside use of water in November 1981. This drought
had the greatest effect in the Ipswich and Taunton River basins and the
least effect in the Nashua River basin. Annual streamflow was less than
average for only 1 year in the Chicopee River basin in the Quaboag River
at West Brimfield (fig. 4, site 4). |
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WATER MANAGEMENT
Statewide water-resources policy and
planning activities are the responsibility of the Massachusetts Water
Resources Commission within the Executive Office of Environmental Affairs.
Membership consists of the Secretaries of the Executive Office of
Environmental Affairs and Executive Office of Communities and Development;
Commissioners of the Department of Environmental Management; Department of
Environmental Protection; Department of Food and Agriculture; Department
of Fisheries, Wildlife, and Recreational Vehicles; Metropolitan District
Commission; and six public members. The Massachusetts Water Supply
Statement (Massachusetts Water Resources Commission, 1984, p. 2-8) defines
the water-resources planning and policy-making activities of these State
agencies. Water-use and supply management measures were adopted by the
Water Resources Commission in this policy statement.
Flood-Plain
Management.--Flood-plain development is regulated by the State and
most local governments. The Flood Hazard Management Program was created in
1981 by the Division of Water Resources of the Department of Environmental
Management, in cooperation with the Federal Emergency Management Agency.
This program provides planning and information services on flood-plain
management to municipal officials, the general public, and consulting
firms. The purpose is to promote the adoption of local land-use bylaws and
to enable community participation in the National Flood Insurance Program.
Of the 352 communities in the State, 27 are not participating in the flood
insurance program. Section 744 of the State Building Code requires certain
design criteria for structures on flood plains. Community conservation
commissions ensure that flood-plain or wetland projects are in accordance
with local conservation laws and with the Massachusetts Wetlands
Protection Act. Many communities require variances or special permits for
development on a flood plain. Development in unsewered areas is further
restricted because State regulations do not permit degradation of water
quality.
The U.S. Army Corps of Engineers has
built 11 flood-control dams, 27 local protection projects, including
preservation of natural valley-storage areas along the Charles River, and
1 hurricane-protection barrier (U.S. Army Corps of Engineers, 1987a, p.
54-55, 96-97). Thirty flood-control structures constructed by the U.S.
Soil Conservation Service are operated and maintained under the
jurisdiction of the Department of Environmental Management. The
Metropolitan District Commission controls flooding in the Boston
metropolitan area through the Amelia Earhart Dam and Charles River Dam and
flood-operation rights on several private dams on the Charles, Mystic, and
Neponset Rivers. In addition, the Metropolitan District Commission has
constructed and maintained numerous major riverine and tidal flood-control
conduits and structures in the same area.
Interstate Flood Control Commissions were
established following the floods of 1955 to solve common flood problems
and to share costs associated with the economic and tax losses from lands
acquired for reservoirs. These compacts are in existence for the
Connecticut, Merrimack, and Thames River basins (most of the Thames River
basin is in Connecticut).
Flood-Warning Systems.--The River
Forecast Center of the National Weather Service located in Connecticut
prepares flood forecasts by using a hydrologic-forecast model to compute
flood heights for points along the major rivers. Flood warnings and
watches for smaller streams are developed on a regional basis. Information
is disseminated to the public by television and radio stations. The U.S.
Army Corps of Engineers, in cooperation with the National Weather Service
and the town of West Springfield, has developed an automated
flood-forecasting system that can provide the town with timely and
accurate forecasts of potential flooding along the Connecticut and
Westfield Rivers.
Water-Use Management During
Droughts.--The Massachusetts Water Management Act gives the Division
of Water Supply of the Department of Environmental Protection the
authority to manage public water-supply emergencies. A contingency plan
that outlines water-supply emergency procedures is required from the water
supplier. The Massachusetts Water Resources Authority and the Metropolitan
District Commission have prepared a drought-management plan as part of the
Declaration of Water-Supply Emergency by the Department of Environmental
Protection in 1989 (Massachusetts Water Resources Authority and
Commonwealth of Massachuusetts Metropolitan District Commission, 1989, p.
2-4). The storage level in Quabbin Reservoir throughout the year is used
as an index to initiate water-use restrictions and other programs.
Communities with drought-related water-supply problems that threaten
public health and welfare can seek assistance from the U.S. Army Corps of
Engineers. In addition to constructing wells and transporting water to
stricken areas, on request from State officials, the Corps can augment
water supplies of communities near their reservoirs (U.S. Army Corps of
Engineers, 1987a, p. 38).
Potential drought conditions are
evaluated by State agencies. The Division of Water Resources of the
Massachusetts Department of Environmental Management monitors monthly
precipitation with a network of 125 rain gages. Status of the available
water supply from Quabbin and Wachusett Reservoirs is reported by the
Massachusetts Water Resources Authority and the Metropolitan District
Commission.
SELECTED REFERENCES
- Bogart, D.B., 1960, Floods of August-October, 1955, New England to
North Carolina: U.S. Geological Survey Water-Supply Paper 1420, 854 p.
- Copeland, R.C., 1966, This drought we're in: Boston, Mass., The
Northeastern University Alumnus, v. 29, no. 2, p. 5-11.
- Fontaine, R.F., 1987, Flood of April 1987 in Maine, Massachusetts,
and New Hampshire: U.S. Geological Survey Open-File Report 87-460, 35 p.
- Grover, N.C., 1937, The floods of March 1936, Pt. 1-New England
rivers: U.S. Geological Survey Water-Supply Paper 798, 466 p.
- Harkness, WE., Lins, H.F., and Alley, W.M., 1986, Drought in the
Delaware River basin, 1984-85, in National water summary 1985-Hydrologic
events and surface-water resources: U.S. Geological Survey Water-Supply
Paper 2300, p. 29-34.
- Kinnison, H.B., 1930, The New England flood of November 1927, in
Contributions to the hydrology of the United States, 1929: U.S.
Geological Survey Water-Supply Paper 636, p. 45-100.
- ______1931, The 1929-30 drought in New England: Boston, Mass., New
England Water Works Association Journal, v. 45, no. 2, p. 145-163.
- Massachusetts Water Resources Authority and Commonwealth of
Massachusetts Metropolitan District Commission, 1989, Draft drought
management plan, executive summary: Boston, Mass., 5 p.
- Massachusetts Water Resources Commission, 1984, Massachusetts water
supply policy statement, 1984 update: Boston, Mass., 8 p.
- Paulsen, C.G., Bigwood, B.G., Harrington, A.W., and others, 1940,
Hurricane floods of September 1938: U.S. Geological Survey Water-Supply
Paper 867,562 p.
- Thompson, M.T, Gannon, W.V., Thomas, M.P, and others, 1964,
Historical floods in New England: U.S. Geological Survey Water-Supply
Paper 1779-M, 105 p.
- Uhl, W.F., 1937, Flood conditions in New England: American Society
of Civil Engineers Proc., v. 63, no. 8, pt. 1, March 1937, p. 449-483.
- U.S. Army Corps of Engineers, 1956, New England floods of 1955, Part
4- Flood damages: Waltham, Mass., New England Division, 33 p.
- ______1965, Northeastern drought status report: Waltham, Mass., New
England Division, 9 p.
- _____1968, Post flood report for flood of 18-25 March 1968 in New
England: Waltham, Mass., New England Division, 22 p.
- ______1987a., Water resources development in Massachusetts, 1987:
Waltham, Mass., New England Division, 193 p
- ______1987b., Post flood report March/April 1987: Waltham, Mass.,
New England Division, 59 p.
- U.S. Geological Survey, 1986, National water summary 1985-Hydrologic
events and surface-water resources: U.S. Geological Survey Water-Supply
Paper 2300, 506 p.
- ______1990, National water summary 1987-Hydrologic events and water
supply and use: U.S. Geological Survey Water-Supply Paper 2350, 553 p.
- Wood, G.K., Swallow, L.A., Johnson, C.G., and Searles, G.H., 1970,
Flood of March 1968 in eastern Massachusetts and Rhode Island: U.S.
Geological Survey open-file report, 81 p.
Prepared by S. William Wandle, Jr. U.S. Geological Survey; "General
Climatology" section by Robert E. Lautzenheiser, New England Climatic
Service
FOR ADDITIONAL INFORMATION: District Chief, U.S. Geological Survey, 10
Causeway Street, Suite 926, Boston, MA 02222-1040
U.S. Geological Survey Water-Supply Paper 2375, p.
327-334 |