addressing the soil compaction problem

52
ADDRESSING THE SOIL ADDRESSING THE SOIL COMPACTION PROBLEM COMPACTION PROBLEM DICK WOLKOWSKI EXTENSION SOIL SCIENTIST UNIVERSITY OF WISCONSIN

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Page 1: ADDRESSING THE SOIL COMPACTION PROBLEM

ADDRESSING THE SOIL ADDRESSING THE SOIL COMPACTION PROBLEMCOMPACTION PROBLEM

DICK WOLKOWSKIEXTENSION SOIL SCIENTISTUNIVERSITY OF WISCONSIN

Page 2: ADDRESSING THE SOIL COMPACTION PROBLEM

SOIL COMPACTION DEFINED

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

•• Wheel traffic from Wheel traffic from field operationsfield operations

•• TillageTillage•• LivestockLivestock

Page 3: ADDRESSING THE SOIL COMPACTION PROBLEM

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

“COMPACTABILITY” INFLUENCED BY WATER CONTENT

•• Varies by soilVaries by soil•• Maximum near field Maximum near field

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

compactablecompactable

Proctor Test Results

Page 5: ADDRESSING THE SOIL COMPACTION PROBLEM

DDbb = 1.0= 1.0 DDbb = 1.3 Db = 1.6

COMPACTION IS A PROCESSCOMPACTION IS A PROCESS

•• Large aggregates Large aggregates •• Loose conditionLoose condition•• Many large poresMany large pores•• Well aeratedWell aerated•• Just after tillageJust after tillage

•• Firm conditionFirm condition•• Few large poresFew large pores•• Moderate aerationModerate aeration•• Typical silt loamTypical silt loam•• Following normal Following normal

traffictraffic

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

waterwater--filledfilled•• Crushed aggregatesCrushed aggregates

Page 6: ADDRESSING THE SOIL COMPACTION PROBLEM

WHY IS COMPACTION AN ISSUE

Larger equipmentLarger equipment Time managementTime managementEarlier field operationsEarlier field operations Uncontrolled trafficUncontrolled trafficLoss of forage in rotationLoss of forage in rotation Brain crampsBrain crampsOperations on wet soilsOperations on wet soils

Page 7: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Page 8: ADDRESSING THE SOIL COMPACTION PROBLEM

WHICH IS WORSE – PRESSURE OR LOAD?

High PSI, but small load High PSI, but small load

THE GREATER THE LOAD THE THE GREATER THE LOAD THE DEEPER THE COMPACTION EFFECT DEEPER THE COMPACTION EFFECT

Low PSI, but large load Low PSI, but large load

Page 9: ADDRESSING THE SOIL COMPACTION PROBLEM

TRACKS vs. TIRES

Compare total load per axleCompare total load per axle

Track have many axlesTrack have many axles

Page 10: ADDRESSING THE SOIL COMPACTION PROBLEM
Page 11: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Page 12: ADDRESSING THE SOIL COMPACTION PROBLEM

Chasing the combineis an old habit

Page 13: ADDRESSING THE SOIL COMPACTION PROBLEM

CONTROL PHEASANTSCOMPACTION BYUNLOADING IN HEADLANDS

Page 14: ADDRESSING THE SOIL COMPACTION PROBLEM

MOST OF THE COMPACTION OCCURS IN THE FIRST PASS

•• Plano silt loamPlano silt loam•• Soil near field Soil near field

capacity (34 capacity (34 –– 38%)38%)•• 2007 NT w. wheat2007 NT w. wheat

2006 NT corn silage 2006 NT corn silage following alfalfafollowing alfalfa

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

and 6 passes with a and 6 passes with a 14.5 ton combine14.5 ton combine

•• 6 measurements per 6 measurements per treatmenttreatment

Arlington EvaluationArlington Evaluation

Page 15: ADDRESSING THE SOIL COMPACTION PROBLEM

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 PlowedChisel Plowed Not PlowedNot Plowed

Page 16: ADDRESSING THE SOIL COMPACTION PROBLEM

COMMOM SYMPTOMS OF SOIL COMPACTION

SOIL:SOIL:•• Standing waterStanding water•• Excessive runoffExcessive runoff•• Structural degradation Structural degradation

(clods)(clods)•• Difficult to workDifficult to work

PLANTS:PLANTS:•• Stunting/uneven Stunting/uneven

growthgrowth•• Nutrient deficiency Nutrient deficiency

symptomssymptoms•• Malformed rootsMalformed roots•• Reduced yieldReduced yield

Page 17: ADDRESSING THE SOIL COMPACTION PROBLEM

Pea harvest: Vegetable crop contracts often lead to soil abuse

Page 18: ADDRESSING THE SOIL COMPACTION PROBLEM

Utility construction projects

Page 19: ADDRESSING THE SOIL COMPACTION PROBLEM

“Cloddy” soil following corn silage harvest

Page 20: ADDRESSING THE SOIL COMPACTION PROBLEM

Cloddiness re-defined

Page 21: ADDRESSING THE SOIL COMPACTION PROBLEM

Stunted, uneven stand is often the first symptom

Page 22: ADDRESSING THE SOIL COMPACTION PROBLEM

The shovel is an excellentdiagnostic tool

Page 23: ADDRESSING THE SOIL COMPACTION PROBLEM

Northeast Wis.field day

GROWERS ARE INTERESTED IN GROWERS ARE INTERESTED IN COMPACTION MANAGEMENTCOMPACTION MANAGEMENT

Page 24: ADDRESSING THE SOIL COMPACTION PROBLEM

Excavatedplow layer

Page 25: ADDRESSING THE SOIL COMPACTION PROBLEM

“Pancake”root mass

Page 26: ADDRESSING THE SOIL COMPACTION PROBLEM

QUANTIFYING COMPACTION• CROP AND SOIL SYMPTOMS

• PENETRATION RESISTANCE–– Moisture dependentMoisture dependent–– No absolute valueNo absolute value–– Note depth and Note depth and

relative forcerelative force–– Compare good and Compare good and

bad areasbad areas

• BULK DENSITY–– Mass per volumeMass per volume–– Calculate porosityCalculate porosity–– Texture dependentTexture dependent

Page 27: ADDRESSING THE SOIL COMPACTION PROBLEM

MEASURING PENETRATION RESISTANCE

Hand-held penetrometer

Soil probe

Page 28: ADDRESSING THE SOIL COMPACTION PROBLEM

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)

Dep

th(c

m)

Series1

Series2

Series3

Series4

Compaction/Subsoiling

No/NoNo/YesYes/NoYes/Yes

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

Page 29: ADDRESSING THE SOIL COMPACTION PROBLEM

7/20/2000Avg. water content = 27 %

6/22/2000Avg. water content = 36 %

0 1000 2000 3000 4000

Soil Resistance to Penetration, kPa

500

450

400

350

300

250

200

150

100

50

0D

epth

, mm

No-Compaction - No-tillageNo-Compaction - ChiselCompacted - No-TillageCompacted - Chisel

7/20/20006/22/2000

SOIL WATER CONTENT AFFECTS PENETRATION RESISTANCE.

ARLINGTON, WIS.PLANO SILT LOAM SOIL

Page 30: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Compacted in year 1 and seeded to alfalfa

DEPTHDEPTH COMPACTIONCOMPACTION YEAR 1YEAR 1 YEAR 2YEAR 2 YEAR 3YEAR 3inin -------------------------------------- g/cc g/cc --------------------------------------

0 0 –– 66 NONO 1.191.19 1.301.30 1.321.32YESYES 1.361.36 1.401.40 1.401.40

6 6 -- 1212 NONO 1.311.31 1.331.33 1.311.31YESYES 1.591.59 1.501.50 1.521.52

12 12 -- 1818 NONO 1.191.19 1.351.35 1.331.33YESYES 1.451.45 1.441.44 1.331.33

18 18 -- 2424 NONO 1.361.36 1.351.35 1.341.34YESYES 1.401.40 1.341.34 1.331.33

Page 31: ADDRESSING THE SOIL COMPACTION PROBLEM

COMPACTION AFFECTS NUTRIENT UPTAKE

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

active uptake

Page 32: ADDRESSING THE SOIL COMPACTION PROBLEM

COMPACTION EFFECT ON CORN YIELD ON A SILTY CLAY LOAM SOIL

120

130

140

150

160

170

180

1985 1986 1987

YIEL

D (b

u/a)

<5 t9 t19 t

Oshkosh, Wis.

Page 33: ADDRESSING THE SOIL COMPACTION PROBLEM

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

0

5

10

15

20

25

30

35

< 5 t 19 t

YIEL

D R

ESPO

NSE

(bu/

a)

OPTIMUMV. HIGH

Oshkosh, Wis. (45 lb K2 0/a)

SOIL TEST K

Page 34: ADDRESSING THE SOIL COMPACTION PROBLEM

IS COMPACTION A PROBLEM IN FORAGE PRODUCTION

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

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

passespasses•• Harvest on wet soilsHarvest on wet soils

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

Page 35: ADDRESSING THE SOIL COMPACTION PROBLEM

Alfalfa winter-kill resulting fromwheel traffic

Page 36: ADDRESSING THE SOIL COMPACTION PROBLEM

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 37: ADDRESSING THE SOIL COMPACTION PROBLEM

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

8

9

10

11

12

< 5 t 14 t

YIEL

D (t

DM

/a)

OPT HIGH V. HIGH

Arlington, Wis.

SOIL TEST K

Page 38: ADDRESSING THE SOIL COMPACTION PROBLEM

DETERMINING THE NEED FOR SUBSOILING

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

Page 39: ADDRESSING THE SOIL COMPACTION PROBLEM

CONVENTIONAL TILLAGE CAN REMOVE SHALLOW COMPACTION

0

0.5

1

1.5

2

2.5

3 6 9 12 15 18 21 24 27 30 33 36 39 42 45DEPTH (cm)

RES

ISTA

NC

E (M

Pa) None

MBCHNTST

Arlington, Wis., 2002 (6 t vehicle)

PENETROMETER RESISTANCE FOLLOWING TILLAGE OF A “LIGHTLY” COMPACTED SILT LOAM SOIL

Page 40: ADDRESSING THE SOIL COMPACTION PROBLEM

OTHER SUBSOILING CONSIDERATIONSOTHER SUBSOILING CONSIDERATIONS

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

surfacesurface•• Does not address compaction causeDoes not address compaction cause

Page 41: ADDRESSING THE SOIL COMPACTION PROBLEM

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 42: ADDRESSING THE SOIL COMPACTION PROBLEM

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

50

100

150

200

250

NONE SUBSOIL CHISEL

YIEL

D (b

u/a)

NONE 50 lb K2O 100 lb K2OArlington, Wis.

Page 43: ADDRESSING THE SOIL COMPACTION PROBLEM

WHICH TYPE OF SUBSOILER

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

““Conservation”Conservation”-- Cutting coultersCutting coulters-- Straight shanksStraight shanks-- Horizontal pointsHorizontal points

Page 44: ADDRESSING THE SOIL COMPACTION PROBLEM

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

CLAY LOAM SOIL

20

25

30

35

40

45

50

55

60

1997 1999

YIEL

D (b

u/a)

NO-TILL V-RIPPER STRAIGHT

160

170

180

190

200

210

220

230

1998 2000YI

ELD

(bu/

a)

Manitowoc, Wis.

Soybean Corn

Page 45: ADDRESSING THE SOIL COMPACTION PROBLEM

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., 1998Sharratt et al., 1998

Page 46: ADDRESSING THE SOIL COMPACTION PROBLEM

Guidelines for managing compaction:1. Stay off wet soils

Page 47: ADDRESSING THE SOIL COMPACTION PROBLEM

Get the point ?

Page 48: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Page 49: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Page 50: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Page 51: ADDRESSING THE SOIL COMPACTION PROBLEM

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

Page 52: ADDRESSING THE SOIL COMPACTION PROBLEM

OTHER KEYS FOR MANAGING SOIL COMPACTION

Evaluate and monitor crops and soilEvaluate and monitor crops and soil•• Subsoil only if documented Subsoil only if documented

compaction conditions existcompaction conditions exist•• Use common senseUse common sense•• Address compaction issuesAddress compaction issues•• FactsheetFactsheet A3367 currently being A3367 currently being

revisedrevised