U.S. Geological Survey National Water Summary
Water Supply Paper 2375
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KANSAS -- Floods and Droughts
By Ralph W. Clement, U.S. Geological Survey,
L. Dean Bark, Kansas State University, and
Thomas C. Stiles, Kansas Water Office
Located in the central plains, Kansas is affected by the same weather patterns that
affect adjoining States. These patterns are dominated by major weather systems that move
from west to east across the State. The flow of moisture is seasonal. During winter,
moisture originates over the Pacific Ocean and precipitates over the Rocky Mountains; the
remaining moisture moves into the State from the northwest and west. Kansas tends to
receive less precipitation during winter than summer. During summer, southerly winds move
moisture originating over the Gulf of Mexico into the State. Occasionally, remnants of
tropical cyclones, including hurricanes originating in the Gulf, move into the State and
produce considerable quantities of precipitation.
The nature of these moisture-delivery systems results in numerous, severe floods and
long, severe droughts. Since the flood of 1844, the most severe and widespread flood was
in July 1951. The 1951 flood, which affected almost one-half of the State, resulted from
an intense storm in early July that was preceded by greater than normal rainfall during
May and June. Peak discharges in the Kansas, Marais des Cygnes, and Neosho Rivers
generally had recurrence intervals greater than 100 years, were greater than any previous
discharges, and have not been equaled since. Other significant floods occurred on the
Republican River in 1935, the Arkansas River in 1965, the Solomon River in 1973, and the
Verdigris River basin in 1976. Although the storm near Great Bend in 1981 did not affect
a large area, its intensity caused severe flooding and considerable damage.
Five severe droughts-determined by analysis of streamflow data-have occurred in Kansas
since 1900. All affected the entire State. The most severe droughts were during 1929-41
Figure 1. Principal sources and patterns of delivery of moisture into
Figure 2. Selected geographic features,
Figure 3. Areal extent of
major floods with a recurrence interval of 25 years or more in Kansas, and annual
peak discharge for selected sites, water years 1885-1988.
Areal extent of major droughts with a recurrence interval of 10 years or more in
Kansas, and annual departure from average stream discharge for selected sites, water
Table 1. Chronology of major and other memorable floods and droughts in Kansas,
The climate of Kansas, a State located in the middle latitudes, is controlled by a
global-circulation pattern dominated by major airmasses and associated frontal systems
that move slowly eastward across the continent. The paths followed by these airmasses
vary seasonally; however, the general path is positioned over the continental United
States during the winter and shifts northward during the summer. During the winter,
temperature differs significantly across the boundary between warm and cold airmasses;
consequently, frontal systems generated along the boundaries are strong, and movement is
slow. During the summer, temperature gradients are small; hence, frontal systems are
weak, and movement is rapid. Precipitation during winter is of low intensity and often
lasts days. However, some rainfall during summer results from thunderstorm activity that
is not associated with fronts. Thunderstorms can produce intense rainfall of short
duration, accompanied by lightning, strong gusty winds, and occasionally hail and
The sources of moisture for Kansas are primarily the Gulf of Mexico and the subtropical
Atlantic Ocean and secondarily the Pacific Ocean. The quantity and timing of the
precipitation are, in part, a function of the State's distance from these moisture
sources. The Rocky Mountains to the west form a barrier to the eastward flow of moisture
from the Pacific, and considerable moisture is released over the mountains. The airmasses
contain little moisture when they reach Kansas. As a result, the winters are relatively
During spring and summer, the path of airmasses shifts northward, and a high-pressure
system over the Atlantic Ocean allows southerly winds to carry large quantities of
moisture from the Gulf of Mexico into Kansas. As the summer progresses, the Earth's
surface warms, and the atmosphere becomes unstable; this instability commonly results in
convective thunderstorms. These storms are localized and of short duration, but they can
produce 1-5 inches of rain in a few hours. Dry periods of several weeks' duration
commonly follow periods of intense rainfall. These dry periods are frequent during the
midsummer growing season.
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. The general directions of movement and the relative
quantities of moisture that enter the State are shown in figure 1.
Because the Gulf of Mexico is the principal source of moisture for most of Kansas, the
part of the State nearest the gulf receives the most precipitation. Southeastern Kansas
receives about 40 inches of precipitation annually, whereas areas along the western
border of the State receive 15 inches or less. About 75 percent of the annual
precipitation occurs from April to September.
Although summer thunderstorms produce most of the precipitation in Kansas, the quantity
is variable, both spatially and temporally. Total precipitation is not a good indicator
of moisture available for growing crops. The irregularity of precipitation during the
growing season can cause 2- to 8-week-long dry periods between intense rainstorms.
Sometimes the circulation patterns that produce precipitation are altered so that
precipitation is less than normal for several consecutive years. At these times, drought
may become regional.
Floods in Kansas are caused by several different mechanisms, all dependent on a large
flow of moist air from the south. One mechanism is a cool airmass from the north that
becomes stationary over southern Kansas or Oklahoma for several days. A frontal system is
formed as warm, moist air moving northward from the Gulf of Mexico rises over the cooler,
heavier air. Because the frontal system is stationary, rain can fall for several
consecutive days. When the moisture supply is large, rainfall totals can be 10-15 inches
over large areas.
Another flood-producing mechanism is the slow-moving, intense thunderstorm. These storms
can produce local flash floods and result in extensive property damage and loss of life.
The floods can be especially destructive in urban areas where drainage systems are not
adequate to remove the runoff.
A third mechanism, although not common, is dissipating tropical cyclones, including
hurricanes, that move northward from the Gulf of Mexico carrying tremendous quantities of
moisture. Occasionally, the remnants of hurricanes merge with frontal systems moving
through the State. The combination can produce intense rainfall and severe flooding.
In a semiarid region of variable precipitation, a drought can be difficult to define.
Even in the eastern one-third of the State where annual precipitation is much greater,
dry periods of several weeks are frequent. Widespread drought affects Kansas when the
area is dominated by high atmospheric pressure. The absence of significant vertical air
movement within these high-pressure systems does not allow the convection necessary to
produce clouds and precipitation.
The floods and droughts discussed herein are those that have occurred since 1900 and have
had a substantial areal effect. Discussions include only floods with peak discharges
having recurrence intervals greater than 25 years and droughts having recurrence
intervals greater than 10 years. The most memorable floods and droughts in Kansas since
about 1900 are summarized in table 1; rivers and cities are shown in
Floods and droughts were evaluated using data collected from a streamflow-gaging-station
network. Streamflow data are collected, 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). Use of data from the streamflow-gaging-station network
in Kansas is limited by three factors: (1) the limited number of gaging stations having
adequate length of record for the evaluation of extreme events, (2) the regulation of
streamflows by reservoir storage, and (3) the effects of farming practices and
ground-water withdrawals on streamflows, particularly in the western part of the State.
Six gaging stations were selected to represent the areal diversity of hydrologic
conditions in the State. The six graphs depicting floods (fig. 3) indicate the magnitude of the annual maximum instantaneous discharge
recorded during each water year for the period of record at each of the six gaging
stations. The maps shown in figure 3 indicate the
areal extent of the most severe floods recorded during the period of systematic stream
gaging in Kansas. The six graphs depicting droughts (fig. 4) indicate the departure of average annual
streamflow for each water year from average streamflow for the period of record at each
gaging station. Each map shown in figure 4 indicates the areal extent and range of recurrence interval
of the most severe droughts since 1900.
At least one Kansas stream has severe flooding during an average year. Although flooding
generally is confined to an area of less than 2,500 square miles, several severe floods
have affected much larger areas of the State. Flora (1948, p. 279) documented a severe
flood in June 1844 that resulted from a large storm and affected most of the
north-central and northeastern parts of the State.
Numerous floods on Kansas streams have resulted from storms either entirely or partly
outside the State. The floods of May 28-June 6, 1935, followed an intense storm in
northeastern Colorado, northwestern Kansas, and southwestern Nebraska. Additional intense
precipitation fell over the Smoky Hill and Solomon River basins in western Kansas and the
Big Blue River basin in Nebraska and Kansas (Follansbee and Spiegel, 1937). The storm
also caused record peak discharges on the Pawnee River on May 28. The flooding was most
severe along the Republican River from the Nebraska-Kansas State line downstream to where
the Republican River joins the Kansas River. Peak discharges on the Republican River were
the largest since the flood of 1844. Moderate flooding continued downstream along the
Kansas River as flows from the Smoky Hill and Big Blue Rivers contributed to the flow of
the Republican River. Historical information indicates that the maximum discharges along
the Kansas River in 1935 were less than those in 1903. Ten people were killed, and the
flood damaged or destroyed 400,000 acres of farmland, destroyed 12,000 head of livestock,
damaged 3,000 homes and other buildings, and caused considerable damage to transportation
The flood of July 10-13, 1951, extended over about one-half of the State, including the
north-central, northeastern, east-central, and southeastern parts, and along the Missouri
and Osage Rivers in western Missouri (U.S. Geological Survey, 1952, p. 39-40). The flood
was caused by storms that originated at the convergence of warm, moist, tropical air from
the Gulf of Mexico and a frontal system that was centered in east-central Kansas. The
resulting precipitation, which for the 4 days ranged from 6 to 17.5 inches, fell during
three periods about 24 hours apart starting during the evening of July 9. Precipitation
totals for May and June had been much greater than normal, and precipitation during the
first 8 days of July had been light to moderate. Because the soil was saturated,
virtually all precipitation that fell during July 10-13 was available for runoff. Peak
discharges of the streamflow generated by the storm generally were greater than any
discharge since the flood of 1844. On the main stems of the Solomon, Kansas, Marais des
Cygnes, and Neosho Rivers, peak discharge recurrence intervals generally were greater
than 100 years. Flooding also was severe along the major tributaries of these basins,
where peak discharge recurrence intervals commonly exceeded 100 years
(fig. 3, sites 2, 3, and 6). Agricultural and urban
areas were inundated, and total damage was $800 million (U.S. Geological Survey, 1952, p.
39-40). Damage was greatest in populated areas along the main stem of the Kansas River
at Manhattan, Topeka, Lawrence, and Kansas City. However, virtually no community located
on major tributaries escaped without at least moderate damage. Rural damage included
agricultural losses and damage to or destruction of utilities and transportation
facilities. In Kansas, about 900 people were injured, and 15 were killed as a result of
Severe flooding occurred along the Arkansas River upstream from Great Bend during June
17-25, 1965, as a result of storms in the foothills and plains east of the Rocky
Mountains in Colorado and New Mexico (Snipes and others, 1974, p. D4). Because the main
storm did not affect Kansas, local flooding was minimal, but the Arkansas River
overflowed from the western State line downstream to Great Bend. Flow in the Arkansas
River peaked near the Colorado-Kansas State line on June 17. The peak discharges recorded
at all gaging stations on the Arkansas River at and upstream from Great Bend were larger
than any previously recorded and had recurrence intervals greater than 50 years. As the
crest of the flood progressed downstream to its junction with the Little Arkansas River
on June 25, the peak discharge had decreased to a magnitude having a recurrence interval
less than 10 years. Although inundation of the flood plain caused considerable damage to
urban areas, such as Garden City and Dodge City, most of the estimated $16 million in
damage was to cropland (Snipes and others, 1974, table 2, p. D28).
In 1973, a series of severe floods occurred on streams throughout the central and
east-central parts of the State during 3 weeks from late September to mid-October.
Abundant precipitation preceded the floods of September 26-28 (water year 1973), when as
much as 11 inches fell during the 4 days of September 25-28. Several locations reported
precipitation in excess of 7 inches on September 26. The flooding was most severe in
Rattlesnake and Cow Creeks in the south-central part of the State and in the Smoky Hill
River, its tributaries, and tributaries of the Republican River in the north-central
part. Light to moderate precipitation continued until October 10 when additional
rainfall--as much as 5 inches in 3 days--began in the central, north-central, and
east-central parts of the State. Severe flooding occurred during October 11-13 (water
year 1974) in the downstream reaches of the Smoky Hill, Solomon
(fig. 3, site 2), and Saline Rivers in the
north-central part of the State, along the upstream reach of the Little Arkansas River in
the central part, and along the Marais des Cygnes River near the Kansas-Missouri State
Flooding was severe in the downstream reaches of the Verdigris River basin during July
2-4, 1976, as a result of an intense storm over the southeastern part of the State. The
storm produced 24-hour precipitation that totaled about 6-13 inches and 2-day
precipitation of as much as 16 inches. Generally, precipitation ended during the late
afternoon on July 3; however, runoff continued to cause flooding on July 4. The most
severe flooding was confined to the main stem and tributaries of the Elk River and
tributaries of the Fall and lower Verdigris Rivers. Flooding was moderate on the main
stems of the Verdigris and Fall Rivers; some flooding extended across the State line into
Occasionally, intense local storms of short duration produce extremely large quantities
of runoff. On the afternoon of June 14, 1981, a series of intense thunderstorms along the
forward edge of a stalled cold front produced from 5 to 20 inches of precipitation in
about 12 hours near Great Bend (Clement and Johnson, 1982). The storm affected about 300
square miles of tributaries to the Arkansas River upstream from Great Bend. The resulting
runoff produced peak discharges on June 15 that were 1.5-3 times the discharge having a
100-year recurrence interval and caused about $42 million in damage. The storm was so
localized that gaging stations around its perimeter recorded only nominal discharge,
generally having a recurrence interval less than 2 years. A similar storm occurred in the
Kansas City, Kansas-Missouri, metropolitan area on September 12-13, 1977 (Hauth and
Carswell, 1978). As much as 11 inches of precipitation in 24 hours resulted in peak
discharges having recurrence intervals greater than 100 years on most streams that flow
through the metropolitan area.
Monthly flows recorded at 63 gaging stations were used to analyze droughts in Kansas by
evaluating the cumulative departures of monthly streamflows from long-term average
monthly discharges for each of the station records. As a result of the analysis, five
droughts were identified: 1929-41, 1952-57, 1962-72, 1974-82, and 1988.
The 1929-41 drought was regional in scale and affected many of the Midwestern and
Western States. The recurrence interval was greater than 25 years throughout Kansas.
Although the number of streamflow records long enough to include the entire drought was
insufficient, data from adjoining States confirmed the severity. Agricultural losses
during the 1929-41 drought were extreme, and many farms were abandoned.
The drought of 1952-57 also was regional. The drought recurrence interval was greater
than 25 years statewide except in the Big Blue River basin, where the recurrence interval
was 10-25 years. Because of its severity and areal extent, the drought of 1952-57 is used
as the base period for studies of reservoir yields in Kansas.
The duration of the 1962-72 regional drought varied considerably across the State. Many
of the streamflow records indicated alternating less than average and greater than
average flows whereas others indicated a steady deficit throughout the entire period.
Similarly, the drought of 1974-82 appeared to be a series of relatively short-duration
droughts at several gaging stations but sustained or long-term droughts at others.
During the 1962-72 drought, the recurrence interval generally was greater than 25 years.
However, in parts of the northwestern, northeastern, southern, and southeastern areas of
the State, recurrence intervals were 10-25 years. The recurrence interval of the 1974-82
drought was greater than 25 years in the north-central and southeastern parts but was
between 10 and 25 years across the remaining eastern two-thirds of the State. Because of
inadequate streamflow information for comparison, the severity of the 1974-82 drought
could not be determined in the western one-third of the State.
The severity of the 1988 drought varied across the State. The drought was most severe in
the southwestern, central, and northeastern parts of the State but minimal in the
northwestern and southeastern parts. At the beginning of the drought, reservoir storage
was near or above average; hence, surface-water supplies were sufficient to meet demands
through the end of water year 1988. Rainfall during the period generally was less than 50
percent of the long-term average, and quantities were insufficient to maintain soil
moisture or contribute to ground-water supplies. The decreased soil moisture resulted in
considerable damage to maturing grain crops, decreased the growth of forage grasses, and
threatened the germination of the winter wheat crop. Estimated losses to 1988 crops
resulting from the effects of the drought were $1 billion (Wichita Eagle and Beacon, June
7, 1989). Water levels in the shallow aquifers declined rapidly, which resulted in the
abandonment of many domestic water wells. At the end of 1988, the effects of the drought
were continuing to worsen. As a result, State and local officials were considering
measures to decrease water use and were requesting financial relief for the agricultural
The responsibility for planning water-management functions before and during floods and
droughts requires coordination between various Federal, State, county, city, and other
local governmental agencies. The water-management functions involve three areas of
responsibility: (1) flood-plain management to decrease loss during floods, (2)
flood-forecast and warning systems, and (3) planning efficient use of water resources
during droughts. As population densities in Kansas change, the priorities of the
water-management functions also change to meet the increasing need for protection of life
and property and to meet new demands on water resources during periods of deficient
Flood-Plain Management.--Flood-plain-management programs in Kansas are regulated
by the Division of Water Resources, Kansas State Board of Agriculture. Cities and
Counties (unincorporated areas) have the authority to establish flood-plain regulations
to ensure the protection of people and structures within the designated flood-plain zones
[Kansas Statutes Annotated (KSA 12-705)]. The statutes define a flood plain as the area
adjacent to a watercourse that would be inundated by a flood having a 100-year recurrence
interval (KSA 12-734). Generally, the delineation of a flood-plain zone for a community
coincides with zones identified through the National Flood Insurance Program, which is
implemented by the Federal Emergency Management Agency. The Chief Engineer, Division of
Water Resources, maintains the authority of review and approval before adoption of all
resolutions, ordinances, or regulations that pertain to the establishment of or changes
in existing flood-plain zones (KSA 12-734). The Chief Engineer is responsible for
ensuring that proposals are consistent with the following minimum standards: (1) no human
habitation of the flood plain unless protected against floods having a 100-year
recurrence interval; (2) flood-proofing of all new or reconstructed existing structures
to the altitude of a flood crest having a 100-year recurrence interval; and (3) no
structure, encroachment, or other use, not otherwise prohibited in the flood plain, that
would raise the altitude of a flood crest more than 1 foot so as to cause an undue
restriction of floodflows within the flood plain (KSA 12-735).
Mitigation of flood damage is the responsibility of the Division of Emergency
Preparedness of the Adjutant General's office. A postflood requirement is the formulation
of a set of recommendations that would lessen the effect of future floods. These
recommendations are contained in a Mitigation Plan prepared by the Division of Emergency
Preparedness with assistance from other State and Federal agencies (J.W. Funk, Division
of Water Resources, Kansas State Board of Agriculture, oral commun., 1988).
Of the 390 cities in the State that have been identified as flood prone by the Federal
Emergency Management Agency, 271 participate in the National Flood Insurance Program.
Forty-two of the 55 counties in the State that have identified flood-prone areas also
participate in the program (J.W. Funk, written commun., 1988).
Flood-Warning Systems.--The reliability and timeliness of flood forecasts are
important to the safety of lives and property. Reliable forecasts can facilitate a rapid
return to normal operations after flood threats have passed.
The primary flood-warning systems in Kansas are operated by the National Weather Service
River Forecast Centers in Kansas City, Mo., and in Tulsa, Okla. The Kansas City office is
responsible for the upper Missouri River basin, which includes the Kansas and Osage River
basins in Kansas. The Tulsa office is responsible in part for the Arkansas River and its
major tributaries in Kansas. River forecasts are prepared primarily from meteorological
data from the various National Weather Service Forecast Offices and meteorological and
hydrologic data from other agencies including the U.S. Army Corps of Engineers, the U.S.
Bureau of Reclamation, the U.S. Geological Survey, and local agencies. The River Forecast
Centers review and process the data to determine the anticipated runoff and then combine
the estimated runoff with existing river flows to forecast future flows at selected
locations within the network. The timeliness of the data is important to the speed with
which a forecast can be made. Advanced technology in automated recording and rapid
communication permit information to be obtained promptly through use of radar and
satellite imagery and telemetry.
Although several local flood-control projects in the State use forecast data in specific
operations, two Kansas cities--Great Bend and Overland Park--have developed ongoing
data-collection and reporting systems that contribute information to local and municipal
forecast systems. Because of the small areal distribution of urban drainage networks,
rapid data collection and dissemination and forecast computations are critical because of
the extremely short response times of these small urban basins.
Water-Use Management During Droughts.--Droughts can be defined by the nature of
the water deficit (Dracup and others, 1980). In Kansas, droughts are classified as either
from meteorological (rainfall) deficits, agricultural (soil-moisture) deficits, or
hydrologic (streamflow) deficits (T.C. Stiles, Kansas Water Office, written commun.,
1988). Water management in Kansas mitigates the latter two types of droughts or deficits.
Agricultural deficits are mitigated by conservation techniques or supplemental
irrigation, whereas the legal institutions of the State primarily address hydrologic
deficits and water supply.
Without the benefit of impoundments, flows in all but the largest Kansas streams would be
almost zero for 30-day periods during moderate drought conditions (Jordan, 1983,
1). As such, natural streamflow is an unreliable supply to meet present-day demands.
Most water used in Kansas is ground water (Kenny, 1986, p. 12; Kansas Water Office,
1987). As much as 85 percent of the water appropriated for use in the State is ground
water, which is used mostly for irrigation (U.S. Geological Survey, 1985, p. 217). Eighty
percent of this ground water is from the western one-half of the State (Kansas Water
Office, 1987, p. 35).
Institutional management of water during droughts in Kansas takes two
forms--appropriation of surface and ground water and use of stored water.
Water-appropriation rights are issued for the diversion and beneficial use of water under
the Water Appropriation Act by the Division of Water Resources of the Kansas State Board
of Agriculture. Under State law, allocation of water during drought is based on the
priority date specified at the time the water right is filed. A water right does not
guarantee water, only the user's place in priority relative to other users. Water
management under this law is by reaction, whereby the holder of a water right must file a
complaint if that water right is impaired. After receipt of the complaint, the Division
of Water Resources investigates the impairment and takes subsequent regulatory action.
Hence, during a drought, extensive field investigation and regulation are required.
Another legal method of obtaining water during droughts is the use of reservoir storage.
Recognizing the dependence of the user on surface water in eastern Kansas, the State used
the Federal Water Supply Act of 1958 to develop water-supply storage in some of the 24
Federal reservoirs (Kansas Water Office, 1982, p. 11). Numerous cities also have
developed storage on small tributaries to meet local needs. The Kansas Water Office
manages the Water Marketing Program, which sells water to cities and industries from nine
U.S. Army Corps of Engineers' reservoirs in eastern Kansas. The program is intended to
provide reliable water supplies during droughts.
During droughts, many downstream users, including irrigators, divert releases made from
reservoir storage that is dedicated for maintenance of water quality. Because the State
treats such releases as natural flow, the users are in compliance with their water rights
(Kansas Water Office, 1985). However, as streamflows become dependent on releases from
water-quality-related storage, users are vulnerable to any alteration in those releases
(Hart and Stiles, 1984). Drought-simulation exercises conducted by the Kansas Water
Office have confirmed the users' vulnerability when relying on water rights supplemented
by water-quality-maintenance releases (T.C. Stiles, Kansas Water Board, written commun.,
In 1985, the State developed the Water Assurance Program, which is a management approach
that uses both water rights and reservoir storage. The basic concept is recognition that
low-flow releases from storage enhance downstream flows and thus benefit water rights as
well as instream uses along the river (Kansas Water Office, 1985). The program creates a
water-assurance district, a consortium of downstream cities and industries that contract
with the State for storage in appropriate reservoirs. Storage in each reservoir is
operated as a system with other reservoirs and in conjunction with river flows. System
operations effectively increase availability of water during droughts (Sheer, 1986, p.
- Clement, R.W., 1987, Floods of Kansas and techniques for estimating their
magnitude and frequency on unregulated streams: U.S. Geological Survey
Water-Resources Investigations Report 87-4008, 50 p.
- Clement, R.W., and Johnson, D.G., 1982, Flood of June 15, 1981, in Great Bend
and vicinity, central Kansas: U.S. Geological Survey Water-Resources Investigations
Report 82-4123, 9 p.
- Dracup, J.A., Lee, K.S., and Paulson, E.G., Jr., 1980, On the definition of
droughts: Water Resources Research, v. 16, no. 2, p. 297-302.
- Flora, S.D., 1948, The climate of Kansas: Report of the Kansas State Board of
Agriculture, v. 67, no. 285, 320 p.
- Follansbee, Robert, and Spiegel, J.B., 1937, Flood on Republican and Kansas
Rivers, May and June 1935: U.S. Geological Survey Water-Supply Paper 796-B, p. 21-52.
- Hart, R.J., and Stiles, T.C., 1984, Availability of natural and regulated
streamflows for instream uses during historical droughts, lower Neosho River,
southeastern Kansas: U.S. Geological Survey Water-Resources Investigations Report
84-4292, 42 p.
- Hauth, L.D., and Carswell, W.J., 1978, Floods in Kansas City, Missouri and
Kansas, September 12-13, 1977: U.S. Geological Survey Water-Resources Investigations
Report 78-63, 36 p.
- Jordan, P.R., 1983, Magnitude and frequency of low flows of unregulated
streams in Kansas, and estimation of flow duration curves for ungaged sites: Kansas
Water Office Technical Report 17, 55 p.
- Kansas Water Office, 1982, Water supply and storage program, The 7th Report to
the Governor and Legislature of Kansas: Topeka, 63 p.
- ______1985, State water plan, management section, subsection-Large reservoir
management: Topeka, 8 p.
- ______1987, Kansas water supply and demand report: Topeka, 79 p.
- Kenny, J.F., 1986, Water demands in Kansas, 1944-84: U.S. Geological Survey
Water-Resources Investigations Report 86-4038, 17 p.
- Sheer, D.P., 1986, Managing water supplies to increase water availability, in
National water summary 1985, Hydrologic events and surface-water resources: U.S.
Geological Survey Water-Supply Paper 2300, p. 101-112.
- Snipes, R.J., and others, 1974, Floods of June 1965 in Arkansas River basin,
Colorado, Kansas, and New Mexico: U.S. Geological Survey Water-Supply Paper 1850-D,
- U.S. Geological Survey, 1952, Kansas-Missouri floods of July 1951: U.S.
Geological Survey Water-Supply Paper 1139, 239 p.
- ______1985, National water summary 1984, Hydrologic events, selected
water-quality trends and ground-water resources: U.S. Geological Survey Water-Supply
Paper 2275, p. 217.
- ______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.
Prepared by Ralph W. Clement, U.S. Geological Survey; "General Climatology" section by
L. Dean Bark, Kansas State University; "Water-Use Management During Droughts" section by
Thomas C. Stiles, Kansas Water Office
For additional information about floods and droughts in Kansas, please visit one of
U.S. Geological Survey
4821 Quail Crest Place
Lawrence, KS 66049-3839
Telephone: (785) 842-9909
Fax: (785) 832-3500