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Oak Hill Case Soil Physical Problems

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Oak Hill Case. Soil Physical Problems. Surface Drainage Reflects the ease with which water can move downslope. Reflects access to catch basins through which surface water can be removed from a site. Internal Drainage Reflects the ease with which water can move through the soil matrix. - PowerPoint PPT Presentation

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Page 1: Oak Hill Case

Oak Hill Case

Soil Physical Problems

Page 2: Oak Hill Case
Page 3: Oak Hill Case
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Poor Drainage

Surface Drainage• Reflects the ease with

which water can move downslope.

• Reflects access to catch basins through which surface water can be removed from a site.

Internal Drainage• Reflects the ease with

which water can move through the soil matrix.

• Reflects the presence or absence of obstacles (e.g., pans, layers) to internal soil water movement.

Page 5: Oak Hill Case

Surface Drainage

To the extent that water falls at a rate in excess of a turf’s infiltration capacity, the excess will flow downslope and accumulate in depressions.

Catch basins situated in depressions can remove surface water and conduct it to drain lines or elsewhere.

Page 6: Oak Hill Case

Internal Drainage

Water moves through the pores permeating the soil matrix.

The larger the pores, the faster the movement of water through the soil.

Page 7: Oak Hill Case

Soil Aeration

As water drains from the macropores, O2 is drawn in and CO2 and other gases are liberated from the soil.

A favorable relationship between O2 and CO2 in the turf rootzone is thus maintained.

Page 8: Oak Hill Case

Satu

rate

d s

oil

Decreasing Soil Moisture

Gravitational Water

Dry

soil

Capillary (available & unavailable water)

Unavailable water

Page 9: Oak Hill Case

Soil Water MovementTherefore, the rate at which

water moves through the soil reflects its porosity and pore-size distribution.

Soils with a high proportion of macropores (i.e., coarse textured soils) conduct water more rapidly than finer textured soils.

As the surface dries from ET, water moves up from lower regions of the soil.

Page 10: Oak Hill Case

Water Potential (w)

W is a measure of the energy status of water; as free standing water has no energy, its W = 0.

Soil water potential is symbolized by SW

The components of soil water potential are: – matric potential (M)

– osmotic potential (O)

– pressure potential (P)

SW = M + O + P

SW is measured in units of pressure, including bars and Pascals;

1 bar = 100 kP or 1 cb = 1 kP.

Page 11: Oak Hill Case

pure water

W

= 0

W

= > 0 (due to P)

W

= < 0 (due to M)

Page 12: Oak Hill Case

Low SW

High SW

Water potentialgradient

Water potentialgradient

Page 13: Oak Hill Case

Matric Potential M

lower

higher

Page 14: Oak Hill Case

Lower W

Higher W

lower

higher

Page 15: Oak Hill Case

Matric Potential (M)

This reflects the amount of water retained by the soil matrix.

As this amount declines, the water films surrounding soil particles become thinner and are held more tightly, and W decreases correspondingly.

• At saturation, M is near 0.

• At field capacity, M = -0.1 to -0.33 bar (-10 to -33 kPa).

• At the permanent wilting point, M = -15 bar (-1500 kPa).

Page 16: Oak Hill Case

Osmotic Potential O

pure water

salty water

lower

higher

Page 17: Oak Hill Case

Osmotic Potential (O)

This reflects the concentration of solutes in the soil water.

As this concentration increases, O decreases.

In pure water (containing no solutes), O = 0.

In saline soils, the combination of O and M can reduce SW dramatically, especially as the soil dries (e.g., where O = -216 kP and M = -200 kP, SW = -416 kP, which indicates

a major reduction in soil water availability).

Page 18: Oak Hill Case

O

H H

-√

105°

+√ +√

Page 19: Oak Hill Case

OH

HO

H

HO

H

HO

H

H

O

H H

O

H H

O

H H

O

H H

Page 20: Oak Hill Case

O

H H

OH

H

O

H H

OH H

Ca2+

Page 21: Oak Hill Case

Pressure Potential (P)

This reflects the positive pressure to which water may be subjected in some environments.

In a glass of water, the water at the top of the glass would have a P of 0; however, the P of the water at the bottom would have a positive number.

Where a perched water table exists above the base of a soil or sand layer, the O may be positive as well; however, O = 0 in most soils.

Page 22: Oak Hill Case

Components of SW

SW = ψM + ψO

soil-waterpotential

matricpotential

osmoticpotential

Page 23: Oak Hill Case

SW

Units of Measurement

bar cb kPa MPa

1 100 100 0.1

Page 24: Oak Hill Case

M

+ O

= SW

- 0.3 - 0.1 - 0.4 bar

- 0.3 - 2.1 - 2.4 bar

- 2.0 - 0.1 - 2.1 bar

- 2.0 - 2.1 - 4.1 bar

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Textural LayersTextural layers within the soil

profile can seriously disrupt water movement.

Where a fine textured layer occurs above a coarse textured layer, a perched water table can form.

Conversely, where a coarse textured layer occurs above a fine textured layer, a temporary water table can form.

Page 28: Oak Hill Case

Black Layer

Page 29: Oak Hill Case

SOIL

THATCH

ET

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Soil Structure

As a soil becomes more compacted:

• bulk density increases

• porosity (especially macroporosity) decreases

• water movement through the soil is restricted