Umn Drainage History

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    History of Drainage Researchat the

    University of Minnesota

    Bruce N. Wilson

    Bioproducts & Biosystems Engineering

    Unviversity of Minnesota

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    Period: 1850 1920Pye vs Mankato (1887): Surface water is a common enemy...

    1858 - Minnesota 1st drainage act

    University StateU of M Established - 1851

    Minnesota Statehood - 1858

    Major Reorganization - 1868

    1st Drainage Report - 1899

    1st Drainage Bulletin - 1908

    Ag Eng & Extension - 1909

    Drainage Engineering - 1919

    1877- Drainage approval township

    1879 -Drainage approval county

    1897 - State drainage commission

    1919 - Drainage districts

    Ag Experiment Station - 1885

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    Period: 1920 1960Blue Earth (1940): Surface water is a common friend.

    1931 - Drainage Commissioner withinDept. of Conservation & renamed

    1941 - Renamed Water Resources andEngineering

    Time

    Tile Testing Project - 1921

    Depth-Spacing Albert Lea - 1921

    ASAE Cost-Analysis Paper-1923

    Design Aids - 1924

    Depth-Spacing 4 Locations - 1925

    Water-Table Management - 1925

    University State

    Pumping Outlet - 1956 1955 - Watershed districts 1957 - 60% Land owners for petition

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    Period: 1960 PresentMitsch and Gosselink (1986): Wetlands are .. the kidneys of the landscape

    1991 - Wetland Conservation Act

    Time

    Plastic Tile Installation - 1960University State

    Lamberton Plots - 1972

    Waseca Plots - 1975

    Drainage Simulation - 1980

    Recent Research - 1990s

    1961 - Conserve regional water

    1971 - Civil actions allowed

    1973 - Consider ecological impacts

    1976 - Public water include wetlands

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    Precipitation Twin Cities

    Year

    1850 1900 1950 2000

    Precipitation

    10

    30

    50

    CumD

    eparture

    -80

    -40

    0

    40

    80

    Average = 27.2 in

    Departure

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    0.00% 5.00% 10.00% 15.00% 20.00% 25.00% 30.00%

    Prior to 1880

    1900-1909

    1920-1929

    1940-1949

    1960-1969

    Percentage of Ditch Constructions

    Blue Earth, Brown, Le Sueur, & Nicollet

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    Experimental Farms

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    J.T. Stewart

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    H. B. Roe

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    Topics

    Installation

    Materials

    Water management for crops

    Environmental impacts

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    Ditching Machine - 1875

    H.H. Gray, Middleville, MN

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    Experimental Drainage System at Crookston

    $5000 in 1903 and $4000 in 1904

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    Hand Tools Usedfor Installation of

    Tiles

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    Hand Installation of Tiles at Crookston

    3 ft depth - $2.42 per 100 ft, 4 ft - $3.15 per 100 ft

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    Machine Trenching at Crookston

    Average cost - $1.24 per 100 ft

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    Junkin Ditcher - 1906

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    Junkin Ditcher

    Total wt = 60 tons

    2 tons of coal per day

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    St. Paul Campus - 1909 to 1910

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    Ditches of bottom width = 2 ft, Depth = 3 to 4 ft

    can usually be dug most cheaply by hand

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    Hand Installation Common for Tile

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    Design Charts

    6 ft depth

    14 inch tile:

    90 hour per 100 ft

    6 feet

    14 inch

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    Cost Estimates - 1923

    15 farms from 1908 to 1921

    Average value of tillable land = $166 /acre Average cost of drainage = $75/acre

    Average savings = $91/acre

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    Pumping Plants for Drainage Outlet

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    Important Design:

    Pump capacity

    Small pump forseveral days is

    better than large

    pump for short

    time

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    Topics

    Installation

    Materials

    Water management for crops

    Environmental impacts

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    Tile Dating to 1 A.D.

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    Tile Installed at Crookston - 1908

    Hutchinson

    Glencoe

    Fertile

    Mason City

    Lengby

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    Minnesota Legislature

    Special Appropriationfor Causes of Failure

    in Drain Tile

    1921

    D.G. Miller

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    Sulfates of

    Magnesium

    and

    Sodium inSubsurface

    Water

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    Cement Chemists and Engineers from Around the

    World Examine Test Specimens After Exposure to

    Sulfate Water

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    Results

    Clay

    Resistant to soil acid and alkalies

    Deteriorate from frost action

    High-adsorption clay tile lack structural

    strength

    Concrete Low permeability - large strength

    Low levels of tricalcium aluminate

    High curing temperatures

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    Minnesota Bearing

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    Durability in

    Acid Soils

    50 variables

    10,000 cylinders

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    Plastic Mole Liner - Crookston (1960)

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    Installation Machine

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    Installation at Crookston, October, 1960

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    Topics

    Installation

    Materials

    Water management for crops

    Environmental impacts

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    King, 1918

    Time will come in the not distant future

    when systems of tile ditches will be

    designed and installed as a part of asystem for controlling soil water supply,

    not simply as a means of removing

    excess water ...

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    Early Depth-Spacing Study - 1925

    the lower and wetter areas a closeness of spacing of laterals the

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    the lower and wetter areas ... a closeness of spacing of laterals, the

    cost .. prohibitive, except use of surface inlets best results a

    spacing of 50 to 60 feet ... in wetter spots. Roe - 1926

    Surface Inlet Design - 1924

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    Minnesota

    DesignCurves

    (1934)

    C t ll d D i St d

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    Controlled Drainage Study

    1925 to 1930

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    Field Layout

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    6 Field Crops & 13 Truck Crops

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    Water Depth Control System

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    0

    20

    40

    60

    1.0-

    1.5

    1.5-

    2.0

    2.0-

    2.5

    2.5-

    3.0

    3.0-

    3.5

    3.5-

    4.0

    Depth of water table (ft)

    AverageYie

    ld(bu/ac)

    Average Corn Yield

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    Drainage on Forest Growth - 1929

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    Topics

    Installation

    Materials

    Water management for crops

    Environmental impacts

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    Lamberton Drainage Plots - 1972

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    0

    40

    80

    120

    20 112 224 448

    Treatment (kg N/ha)

    NO3-N(kg

    N/ha)

    1973 1974 1975

    Impact of Fertilizer Rates - Lamberton Data

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    Waseca Drainage Plots - 1975

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    0

    0.5

    1

    1.5

    1986 1987 1988 1989 1990 1991

    Year

    Atraz

    ineConcentrat

    ion(g/L)

    Moldboard plowNo-tillage

    Impact of Cropping System - Waseca Data

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    Simulation Model of Moore and Larson:

    Data for 1957 to 1963

    Includes surface inlets

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    Depression 1Depression 2

    Depression 3

    Drainage Ditch

    Simulation Impact of Drainage - 1979

    Minnesota Model for Depressional Watersheds

    (MNDW)

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    Simulation Approaches

    EvapotranspirationPrecipitation

    Overland Flow

    Water Table

    Tile line

    Stream

    Channel

    Moore, I.D. and C.L. Larson. 1979. Effects of Drainage Projects on Surface Runoff from Small

    Depressional Watersheds in the North Central Region, WRRC Bulletin 99, Wat. Resour. Res.Center, Minneapolis, MN.

    Si l ti A h

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    Simulation Approaches

    Pre-drainage

    Current

    Channel Only

    Maximum

    Ag Production

    0 1 2 3 4 5

    Annual runoff in inches for the Little Sioux River

    Moore, I.D. and C.L. Larson. 1979. Effects of Drainage Projects on Surface Runoff from Small

    Depressional Watersheds in the North Central Region, WRRC Bulletin 99, Wat. Resour. Res.Center, Minneapolis, MN.

    Simulation Approaches

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    Simulation Approaches

    Pre-drainage

    Current

    Channel Only

    Maximum

    Ag Production

    0 200 400 600 800 1000 1200

    Little Sioux River Peak Discharges in cfs, 30 May 1959Moore, I.D. and C.L. Larson. 1979. Effects of Drainage Projects on Surface Runoff from Small

    Depressional Watersheds in the North Central Region, WRRC Bulletin 99, Wat. Resour. Res.Center, Minneapolis, MN.

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    Summary

    Long history of drainage research

    Reflective of societal values

    1st golden age - 1920s water removal

    2nd golden age - 1990s water quality

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    Questions?

    Bruce WilsonProfessor

    Dept. of Bioproducts & Biosystems Engineering

    University of Minnesota

    St. Paul, Minnesota

    [email protected]