addressing the soil compaction problem · d b = 1.0 d b = 1.3 d b = 1.6 compaction is a process...

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ADDRESSING THE SOIL COMPACTION PROBLEM DICK WOLKOWSKI EXTENSION SOIL SCIENTIST UNIVERSITY OF WISCONSIN

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Page 1: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

ADDRESSING THE SOIL COMPACTION PROBLEM

DICK WOLKOWSKIEXTENSION SOIL SCIENTISTUNIVERSITY OF WISCONSIN

Page 2: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

SOIL COMPACTION DEFINED

Compression of the soil from an applied force that first re-arranges and then destroys aggregates increasing bulk density and reducing porosity

• Wheel traffic from field operations

• Tillage• Livestock

Page 3: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Soil compacts when load-bearing strength of soil is less than load being applied.

Load

StrengthMoisture

Structure Texture

Tillage History

Page 4: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

“COMPACTABILITY” INFLUENCED BY WATER CONTENT

• Varies by soil• Maximum near field

capacity • Dry soil has more strength• Saturated soil not as

compactable

Proctor Test Results

Page 5: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Db = 1.0 Db = 1.3 Db = 1.6

COMPACTION IS A PROCESS

• Large aggregates • Loose condition• Many large pores• Well aerated• Just after tillage

• Firm condition• Few large pores• Moderate aeration• Typical silt loam• Following normal

traffic

• Very tight, compact• No large pores• Small pores are

water-filled• Crushed aggregates

Page 6: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

WHY IS COMPACTION AN ISSUE

Larger equipment Time management Earlier field operations Uncontrolled

traffic Loss of forage in rotation Brain cramps Operations on wet soils

Page 7: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Will more tires spread weight … or allow operations in wetter conditions and compact a greater soil volume ?

Page 8: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

WHICH IS WORSE – PRESSURE OR LOAD?

High PSI, but small load

THE GREATER THE LOAD THE DEEPER THE COMPACTION EFFECT

Low PSI, but large load

Page 9: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

TRACKS vs. TIRES

Compare total load per axle

Track have many axles

Page 10: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just
Page 11: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

There really are days you shouldn’t be in the field !

Page 12: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Chasing the combineis an old habit

Page 13: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

CONTROL PHEASANTSCOMPACTION BYUNLOADING IN HEADLANDS

Page 14: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

MANAGING COMPACTION WITH CONTROLLED TRAFFIC FARMING

Page 15: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

CONTROLLED TRAFFIC FARMING CONCEPTS

• Recognizes random traffic-induced compaction is bad

• Adapts machinery and organizes operations to have trafficked and non-trafficked zones

• Creates permanent “wheelways”• Utilizes wide-span implements and GPS

guidance• Requires careful planning and

t

Page 16: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

CONTROLLED TRAFFIC FARMING

• Practiced extensively in Europe and Australia

• Modified 3 m width tractor

• GPS guidance• Preserves soil quality

between lanes• Why not?

– Variety of operations– Equipment cost– Field shape

Page 17: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

MOST OF THE COMPACTION OCCURS IN THE FIRST PASS

• Plano silt loam• Soil near field

capacity (34 – 38%)• 2007 NT w. wheat

2006 NT corn silage following alfalfa

• Chisel vs. None• No traffic or 1, 2, 4,

and 6 passes with a 14.5 ton combine

• 6 measurements per treatment

Arlington Evaluation

Page 18: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

EFFECT OF NUMBER OF WHEEL TRAFFIC PASSES ON SOIL COMPACTION

0

4

8

12

16

20

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8

Cone Index (MPa)

Dep

th (i

n)

No Traffic 1 Pass 2 Passes 4 Passes 6 Passes

0

4

8

12

16

20

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2

Cone Index (MPa)

No Traffic 1 Pass 2 Passes 4 Passes 6 Passes

Chisel Plowed Not Plowed

Page 19: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

WHEEL TRACK EFFECTS ON PENETRATION RESISTANCE

Chan et al., 2006

Page 20: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Canola Wheat

Measurement WT Non-WT WT Non-WT

Bulk density (g/cc) 1.58 1.29 1.50 1.25

Air-filled pores (%) 7 19 9 23

Root density (g/m3 x 1000)

9.2 27.5 75 118

Biomass (Mg/ha) 4.7 11.8 12.0 12.6

Yield (Mg/ha) 1.1 3.2 5.5 5.3

Harvest index 22 27 43 44

TRAFFIC EFFECT ON SOIL PROPERTIES AND YIELD

Chan et al., 2006

Page 21: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

EXAMPLES OF CTF SYSTEMS

Chamen, 2005

20’60’20’

Page 22: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

ADAPTING CTF TO IRREGULAR AND SLOPED FIELDS

Chamen, 2005

Grassed buffer/ waterway

Page 23: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

COMMOM SYMPTOMS OF SOIL COMPACTION

SOIL:• Standing water• Excessive runoff• Structural degradation

(clods)• Difficult to work

PLANTS:• Stunting/uneven

growth• Nutrient deficiency

symptoms• Malformed roots• Reduced yield

Page 24: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Pea harvest: Vegetable crop contracts often lead to soil abuse

Page 25: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Utility construction projects

Page 26: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

“Cloddy” soil following corn silage harvest

Page 27: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Cloddiness re-defined

Page 28: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Stunted, uneven stand is often the first symptom

Page 29: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

The shovel is an excellentdiagnostic tool

Page 30: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Northeast Wis.field day

GROWERS ARE INTERESTED IN COMPACTION MANAGEMENT

Page 31: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Excavatedplow layer

Page 32: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

“Pancake”root mass

Page 33: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

QUANTIFYING COMPACTION• CROP AND SOIL SYMPTOMS

• PENETRATION RESISTANCE– Moisture

dependent– No absolute value– Note depth and

relative force– Compare good and

bad areas

• BULK DENSITY– Mass per volume– Calculate porosity– Texture dependent

Page 34: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

MEASURING PENETRATION RESISTANCE

Hand-held penetrometer

Soil probe

Page 35: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

CONSTANT-RATE RECORDING PENETROMETER

0

5

10

15

20

25

30

35

40

45

50

0 0.5 1 1.5 2 2.5

Cone Index (MPa)

De

pth

(c

m)

Series1

Series2

Series3

Series4

Compaction/Subsoiling

No/NoNo/YesYes/NoYes/Yes

Response of a Plainfield sand to compaction and deep tillage, Hancock, Wis.

Page 36: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

EFFECT OF COMPACTION ON SOIL BULK DENSITY OF A PLANO SILT LOAM

Compacted in year 1 and seeded to alfalfa

DEPTH COMPACTION YEAR 1 YEAR 2 YEAR 3

in ------------------- g/cc -------------------

0 – 6 NO 1.19 1.30 1.32

YES 1.36 1.40 1.40

6 - 12 NO 1.31 1.33 1.31

YES 1.59 1.50 1.52

12 - 18 NO 1.19 1.35 1.33

YES 1.45 1.44 1.33

18 - 24 NO 1.36 1.35 1.34

YES 1.40 1.34 1.33

Page 37: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

COMPACTION AFFECTSNUTRIENT UPTAKE

Potassium Affected Most• Compaction reduces porosity• Lowers soil oxygen• O2 needed for root respiration

and active uptake

Page 38: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

COMPACTION EFFECT ON CORN YIELD ON A SILTY CLAY LOAM SOIL

Oshkosh, Wis.

Page 39: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

RESPONSE OF CORN TO ROW-APPLIED K ON A SILTY CLAY LOAM SOIL (3 yr. avg.)

Oshkosh, Wis. (45 lb K20/a)

SOIL TEST K

Page 40: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

IS COMPACTION A PROBLEM IN FORAGE PRODUCTION

• Compaction limits growth and yield• Potential high in forage production

• Fertilizer and lime applications• Liquid manure• Normal management = many traffic

passes• Harvest on wet soils

• K/compaction relationship• Alfalfa has a high K need

Page 41: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Alfalfa winter-kill resulting fromwheel traffic

Page 42: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

EFFECT OF COMPACTION ON ALFALFA YIELD ON A SILT LOAM SOIL

0

1

2

3

4

5

1991 1992 1993 1994

YIEL

D (t

DM

/a) < 5 T

14 T

Arlington, Wis.

Page 43: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

K SOIL TEST AND ALFALFA YIELD ON A COMPACTED SOIL (sum of 3 yrs.)

Arlington, Wis.

SOIL TEST K

Page 44: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

DETERMINING THE NEED FOR SUBSOILING

• Evaluate depth and severity of compaction• Check with penetrometer, probe, shovel• Dig plants to examine roots• Leave untreated strips for comparison• Subsoiling is not a cure-all

Page 45: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

OTHER SUBSOILING CONSIDERATIONS

• Burial of crop residue• Destruction of natural channels• Sidewall smearing• May bring stones, clay, infertile soil to the

surface• Does not address compaction cause

Page 46: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

SOIL BULK DENSITY PROFILE, ARLINGTON, WIS., 1998

0.8 - 0.90.9 - 11 - 1.11.1 - 1.21.2 - 1.31.3 - 1.4

Not subsoiled

Subsoiled

Bulk Density (g/cc)

PLANO SILT LOAM

R R

RR

0

8

16

0

8

16

Depth (in)

Page 47: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

EFFECT OF TILLAGE AND K FERTILIZATION ON FIRST-YEAR CORN YIELD AFTER SOYBEAN (2 yr. avg.)

Arlington, Wis.

Page 48: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

WHICH TYPE OF SUBSOILER

“V-Ripper”- Leading disks- Parabolic shanks- Winged points

“Conservation”- Cutting coulters- Straight shanks- Horizontal points

Page 49: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

EFFECT OF SUBSOILER TYPE ON SOYBEAN AND CORN YIELD ON A SILTY

CLAY LOAM SOIL

Manitowoc, Wis.

Soybean Corn

Page 50: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

DON’T COUNT ON MOTHER NATURE TO CORRECT COMPACTION

WADSWORTH TRAIL, MINNESOTA

0.8 0.9 1 1.1 1.2 1.3

OUTSID

E RUTS

IN R

UTS

SOIL BULK DENSITY (g/cc)

10-12 in 8-10 in 6-8 in4-6 in 2-4 in 0-2 in

Sharratt et al., 1998

Page 51: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Guidelines for managing compaction:1. Stay off wet soils

Page 52: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Get the point ?

Page 53: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Guidelines for managing compaction:2. Control traffic – Unload on field edge

Page 54: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Guidelines for managing compaction:2. Control traffic – No shortcuts

Page 55: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Guidelines for managing compaction:3. Limit load weight – Practical considerations

Page 56: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

Guidelines for managing compaction:3. Limit load weight – Avoid operations with heavy loads when possible

Page 57: ADDRESSING THE SOIL COMPACTION PROBLEM · D b = 1.0 D b = 1.3 D b = 1.6 COMPACTION IS A PROCESS •Large aggregates •Loose condition •Many large pores •Well aerated •Just

OTHER KEYS FOR MANAGING SOIL COMPACTION

Evaluate and monitor crops and soil• Subsoil only if documented

compaction conditions exist• Use common sense• Address compaction issues• Factsheet A3367 currently being

revised