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2.Soil-Water-Plant Relationships
Ceng5082
Mengistu .Z (MSc in Hydraulic Engineering )
Lecturer @ Hydraulic and Water Resources Engineering department
Mizan Tepi university
Email: mengistu.zantet@gmail.com or
mengistuzantet@mtu.edu.et
P.O.Box: 260
Tepi, Ethiopia
03-May-22
mengistuzantet@mtu.edu.et
lecturer@ Hydraulic and water
resources Engineering Department
1
General aspects of Soil-Water-Plant Relationships
2.1 Introduction
2.2 Soil-Water Potential
2.3 Moisture Stress of Plants
2.4 Soil Moisture and Plant Growth
04-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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2.1 Introduction
Soils are the storehouse of water, nutrients and air
which are necessary for plant growth.
 Plants need water – soil stores this water –
atmosphere provides some amount of energy for the
water to be withdrawn by plants.
 The water stored in the soil pore constitutes the soil
03-May-22
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resources Engineering Department
3
Soils are the storehouse of water
03-May-22
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resources Engineering Department
4
Soils are the storehouse of nutrients
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resources Engineering Department
5
Soils are the storehouse of air
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resources Engineering Department
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Soil is the natural material that covers the land surface of
the earth. Soils have profiles.
They are formed by a combination of natural processes
under the interrelated influences of climate, vegetation,
relief (including hydrology), parent material, and time.
 Soil is a three-phase system constituting solid, liquid and
gases.
 The minerals and organic matters in soil together
constitute the solid phase
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Three phase diagram of a soil profile
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resources Engineering Department
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Air space
Soil particles
Water film
Figure 2.1: Diagram showing cross section of soil
Soils can be classified in many ways
1) On the basis of size
a) gravel
b) sand
c) Silt and
d) Clay
2) On basis of geological process of formation (or origin)
a) Residual soils:
b) Alluvial soils:
C) Aeolian soils:
d) Glacial soils:
e)Colluvial soils: f)Volcanicoil:
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resources Engineering Department
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Classifications On the basis of size
gravel
sand
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resources Engineering Department
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Silt Clay
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On basis of geological process of formation (or origin)
Residual soils: Alluvial soils:
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Aeolian soils:
Glacial soils:
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resources Engineering Department
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The fraction of total soil volume
occupied by solid soil and that occupied
by the pore space has significant effect
in limiting ability of soil to store water.
A typical silt loam soil contains about
50% soil solids, 30% water and 20% air.
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resources Engineering Department
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silt loam soil
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2.2 Moisture Stress of Plants
 Plants absorb water mainly through their roots and use only
1.0 to 1.5% of the volume of water absorbed for building
their vegetative structures and performing various
physiological and biochemical activities.
 Then where does the rest 98.5 % - 99% of water absorbed
goes …???
 Study of the process of water transport in soil, into plants
and from soil and plants to the atmosphere are the basics of
irrigation practice
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resources Engineering Department
16
Important Question while thinking of Irrigation is
when to irrigate and how much to irrigate ?
Thus the knowledge of soil –water –atmosphere
relationship required.
Both excess and deficit soil water affects plant
growth and hence result in yield reduction.
03-May-22
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resources Engineering Department
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On the basis's agricultural considerations, soil
has the following characteristics are
1) Physical properties of soil,
2) Chemical properties of soil, and
3) Soil-water relationships.
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resources Engineering Department
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Soil physical Characteristics
Moisture retention
Storage, and transport
Availability to plants as well as mechanisms of
water absorption
Conduction and transpiration by plants.
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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1.Physical Properties of Soil
The permeability of soils with respect to air, water, and
roots are as important to the growth of crop as an
adequate supply of nutrients and water.
The permeability of a soil depends on the porosity and
the distribution of pore spaces which, in turn, are
decided by the texture and structure of the soil.
1) Soil Texture
2) Soil Structure
3) Depth of Soil
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lecturer@ Hydraulic and water
resources Engineering Department
20
1) Soil Texture
 Soil texture refers to the relative size of soil particles in a given
soil (sand, silt and clay ).
 Most soils contain a mixture of sand size ranging from (0.05 to 1.00
mm in diameter), silt (0.002 to 0.05 mm) and clay (smaller than 0.002
mm)
 The texture of a soil affects the flow of water, aeration of soil,
and the rate of chemical transformation all of which are important
for plant life.
 The texture also determines the water holding capacity of the
soil03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Soil Texture
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Size limits of soil separates
Soil separates Particle diameter (mm)
USDA ISSS
Very course sand 2.0 - 1.0 -
Course sand 1.0 - 0.5 2.0 - 0.2
Medium sand 0.50 - 0.25 -
Fine sand 0.25 - 0.10 0.20 - 0.02
Very fine sand 0.10 - 0.05 -
Silt 0.05 - 0.002 0.02 - 0.002
Clay < 0.002 < 0.002
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resources Engineering Department
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Fine sand
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Moisture Status: 25-50% 50-75% 75-100%
Loam soils (sandy clay loam , loam , silt loam)
Clay soils
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resources Engineering Department
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Moisture Status: 25-50% 50-75% 75-100%
 The relative proportion of soil separates is
determined by mechanical analysis-Sieve
Analysis.
 Triangular classification is then utilized to
differentiate the soil texture.
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lecturer@ Hydraulic and water
resources Engineering Department
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USDA Triangular soil Textural classification Chart
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Fig. 2.3: USDA textural triangle
72%
3%
25%
Sandy Clay Loam
2) Soil Structure
 Arrangement and organization of soil particles in the soil
and the tendency of individual soil particles to bind together
into aggregates.
 The arrangements of soil aggregates give soil its structure.
 Grouping of particles into structural units occur in all soils.
 However, the strength of the bonds, the size and the shape
of the structural units and the proportion of the soil particles
involved in the units differ considerably among soils.
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
28
Soil Structure
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resources Engineering Department
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Soil Structure development is influenced by:
 Amount and type of clay,
 exchangeable ions on the clay.
 Amount and type of organic matter.
 Presence of iron and aluminum oxides (cementing agents)
 Binding between organic and inorganic
 compounds (aluminum oxides, cations, clays).
 Vegetation: produces OM, roots act as
 holding soil together, and protects soil surface.
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
30
The overall quality of the soil structure
may be evaluated in terms of its:
Porosity,
Aggregation,
 Cohesiveness,
Permeability for water or air.
03-May-22
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resources Engineering Department
31
The overall quality of the soil structure may be evaluated in terms
of its:
Aggregation,
03-May-22
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resources Engineering Department
32
The overall quality of the soil structure may be evaluated in terms
of its:
Cohesiveness, Permeability for water or air.
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
33
3) Depth of Soil
The importance of having an adequate depth of soil
for storing sufficient amount of irrigation
water and providing space for root penetration
cannot be overemphasized.
Shallow soils require more frequent irrigations and
cause excessive deep percolation losses when
shallow soils overlie coarse-textured and highly
permeable sands and gravels.
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Depth of Soil
deep soils shallow soils
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resources Engineering Department
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Cont.…
On the other hand, deep soils would generally require less
frequent irrigations, permit the plant roots to penetrate
deeper, and provide for large storage of irrigation water
As a result, actual water requirement for a given
crop (or plant) is more in case of shallow soils than in deep soils
even though the amount of water actually absorbed by the crop (or
plant) may be the same in both types of soils.
This is due to the unavoidable water losses at each irrigation
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
36
2.Chemical Properties of Soil
For satisfactory crop yield, soils must have sufficient plant
nutrients, such as nitrogen, carbon, hydrogen, iron, oxygen,
potassium, phosphorus, Sulphur, magnesium, and so on.
Nitrogen is the most important of all the nutrients.
Nitrogenous matter is supplied to the soil from barnyard
manure or from the growing of legume crops as green
manures, or from commercial fertilizers.
Plants absorb nitrogen in the form of soluble nitrates
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
37
soils must have sufficient plant nutrients
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
38
SOIL–WATER RELATIONSHIPS
Any given volume V of soil consists of :
1)volume of solids Vs ,
2)volume of liquid(water) Vw, and
3) volume of gas (air) Va.
Obviously, the volume of voids (or pore spaces)
Vv =Vw+ Va
For a fully saturated soil sample,
Va= 0 and Vv= Vw.
03-May-22 39
Likewise,
for a completely dry specimen, Vw= 0 and Vv= Va.
The weight of air is considered zero compared to the
weights of water and soil grains.
The void ratio e, the porosity n, the volumetric
moisture content w, and the saturation ,S are defined
as
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
40
Volume and mass relationships
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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a
w
s
t V
V
V
V 


a
w
s
t M
M
M
M 


Note
It should be noted that the value of porosity, n
is always less than 1.0.
But, the value of void ratio ,e may be less,
equal to, or greater than 1.0.
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Cont..
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Bulk density -
03-May-22
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resources Engineering Department
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 Bulk density (gm/cm3) while apparent specific
gravity (dimensionless).
 Bulk density is normally expressed on a dry
weight basis : 1.0 – 1.8 gm/cm3 for mineral soils.
 Particle density - Thus the particle density of any
soil is constant and does not vary with the amount of
space between the particles. .
 It is defined as the mass (weight) per unit volume of
soil particles (soil solids).
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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The specific weight (or the unit weight)
03-May-22
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resources Engineering Department
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Cont..
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resources Engineering Department
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03-May-22
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resources Engineering Department
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03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
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Soil Water Content
Soil water content is expressed on mass basis or volume basis.
It is measured using gravimetric, neutron scattering, gamma ray,
capacitance method, time domain reflectometer.
1.Gravimetric method (on mass or volume basis)
Mass basis:
03-May-22
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lecturer@ Hydraulic and water
resources Engineering Department
50
100
1
3
3
2




W
W
W
W
w
W1 = weight of empty aluminium box, gm
W2 = weight of box + moist soil sample, gm
W3 = weight of box + dried soil sample, gm
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lecturer@ Hydraulic and water
resources Engineering Department
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 
f
s
w
t
w
V
V
V
V
V




w
b
v w


 
 The gravimetric method is still the most widely used
technique to determine the soil water content and is often
taken as a standard for the calibration of other methods
 A disadvantage is that it is laborious, because samples in
duplicate or in triplicate are required to compensate for errors
and variability.
2.3.1) ROOT-ZONE SOIL WATER
Water serves the following useful functions in the
process of plant growth:
 Germination of seeds,
 All chemical reactions,
 All biological processes,
 Absorption of plant nutrients through their aqueous solution,
 Temperature control
 Tillage operations, and
 Washing out or dilution of salts.
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resources Engineering Department
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Germination of seeds
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All chemical reactions,
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All biological processes,
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Absorption of plant nutrients
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Temperature control
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Tillage operations
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Water Movement Between Soils and Plants
plant = solute + matric + pressure
Matric Forces: Water’s tendency to adhere to container
walls.
pressure is the reduction in water potential due to
negative pressure created by water evaporating from
leaves.
As long as plant > soil, water flows from the soil to the
plant.
03-May-22
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Types of soil water
1.Gravitational water
 When sufficient water is added to soil, water
gradually fills the pore system expelling air
completely from soil.
Water moving downwards through soil under
gravity.
 The water tension at this stage is 0.33 atm. or
less.
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04-May-22
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2. Capillary water (Plant available water)
 With increasing supply of water, the water film held around
soil particles thickens.
 Water enters the pores until the soil-water tension equal to
the gravity force.
 This soil water tension is about 0.10 – 0.33atm.
 This water is available to plants.
 Factors that influence the amount of capillary water in the
soil are the structure, texture and organic matter content of
the soil.
 Optimum growth of plant takes place when the soil water
is maintained at near field capacity
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resources Engineering Department
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3. Hygroscopic water
The water that an oven dry soil absorbs.
 Water held tightly to the surface of soil
particles by adsorption forces.
 Occurs as a very thin film over the surface of
soil particles.
held tenaciously at a tension of 31 atm.
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Fig. 2.5: Illustration of soil water constants
Oven dry
Air dry
Hygroscopic coeff.
Permanent welting point
Field capacity
Saturation
Gravitational water
Capillary water (Plant
available water)
Hygroscopic water
Unavailable water
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• Cohesion water & adhesion water
Adhesion Water- water attracted to solid
surfaces
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 held by strong electrical
forces - low energy
 little movement- held tight
by soil
 exists as a film
 unavailable to plants
 removed from soil by drying
in an oven
Cohesion water & adhesion water
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Basic concepts of soil - water Dynamics
Forms of energy recognized in soil-water movement are:
1. The kinetic Energy- due to motion of water through soil layer.
-negligible due to the slow motion
2. The potential Energy –due to position of soil water within soil
body & internal conditions.
- responsible in determining soil- water status.
 The magnitude the force is the difference b/n soil water
potential at two different points.
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kinetic Energy
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potential Energy
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•The potential energy is defined w.r.t the reference state.
Components of soil-water forces
•Soil water is subject to several force fields – results in
deviation from the reference state (total soil water
potential).
•Total soil water potential:the amount of work that an
infinitesimal unit quantity of water at equilibrium is capable
of doing work when it moves (isothermally and reversibly) to
a pool of water at similar standard (reference)
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•The primary forces acting on soil water held within a rigid soil
matrix under isothermal conditions can be conveniently
grouped as:
I - Matric forces:
resulting from interactions of the solid phase with the liquid
and gaseous phases;
eg. adsorptive forces and capillary forces
- capillarity caused by liquid–gas interfaces
- adhesion of water molecules to solid surfaces
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Fig. 2.6: Schematic diagram of two
water molecules.
Adsorptive forces
Adsorptive forces cause water molecules adsorbed on clay particles
Cohesion water & adhesion water
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ii - Osmotic forces:
owing to differences in chemical composition of soil
solution;
 Soil water …dissolved salts + other solutes →soil
solution
 Presence of solutes in soil water decreases the potential
energy of water in the soil.
 The potential energy of water in the solution is lower
than the reference state (pure water).
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Osmotic forces:
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iii- Body/Gravitational forces:
induced by gravitational and other (e.g.,
centrifugal) inertial force fields.
Compare to matric & osmotic forces
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Soil-water potential Concept
The effect of a force on soil water may conveniently be
described by potential energy of soil water in a particular force
field.
The forces governing soil-water flow can be described by the
energy concept.
 According to this principle, water moves from points with
higher energy status to points with lower energy status.
 The energy status of water is simply called 'water potential'.
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resources Engineering Department
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• The total soil water potential can be written as:
t = total potential
m =matric potential
o= osmotic potential
g = gravitational potential
OR
03-May-22
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resources Engineering Department
79
g
O
m
t 


 


g
O
m
t h
h
h
h 


•The matric head (hm) in unsaturated soil is negative
Measurement of soil water
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THE END
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resources Engineering Department
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Chapter 2.pdf

  • 1. 2.Soil-Water-Plant Relationships Ceng5082 Mengistu .Z (MSc in Hydraulic Engineering ) Lecturer @ Hydraulic and Water Resources Engineering department Mizan Tepi university Email: mengistu.zantet@gmail.com or mengistuzantet@mtu.edu.et P.O.Box: 260 Tepi, Ethiopia 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 1
  • 2. General aspects of Soil-Water-Plant Relationships 2.1 Introduction 2.2 Soil-Water Potential 2.3 Moisture Stress of Plants 2.4 Soil Moisture and Plant Growth 04-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 2
  • 3. 2.1 Introduction Soils are the storehouse of water, nutrients and air which are necessary for plant growth.  Plants need water – soil stores this water – atmosphere provides some amount of energy for the water to be withdrawn by plants.  The water stored in the soil pore constitutes the soil 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 3
  • 4. Soils are the storehouse of water 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 4
  • 5. Soils are the storehouse of nutrients 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 5
  • 6. Soils are the storehouse of air 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 6
  • 7. Soil is the natural material that covers the land surface of the earth. Soils have profiles. They are formed by a combination of natural processes under the interrelated influences of climate, vegetation, relief (including hydrology), parent material, and time.  Soil is a three-phase system constituting solid, liquid and gases.  The minerals and organic matters in soil together constitute the solid phase 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 7
  • 8. Three phase diagram of a soil profile 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 8 Air space Soil particles Water film Figure 2.1: Diagram showing cross section of soil
  • 9. Soils can be classified in many ways 1) On the basis of size a) gravel b) sand c) Silt and d) Clay 2) On basis of geological process of formation (or origin) a) Residual soils: b) Alluvial soils: C) Aeolian soils: d) Glacial soils: e)Colluvial soils: f)Volcanicoil: 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 9
  • 10. Classifications On the basis of size gravel sand 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 10
  • 11. Silt Clay 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 11
  • 12. On basis of geological process of formation (or origin) Residual soils: Alluvial soils: 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 12
  • 13. Aeolian soils: Glacial soils: 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 13
  • 14. The fraction of total soil volume occupied by solid soil and that occupied by the pore space has significant effect in limiting ability of soil to store water. A typical silt loam soil contains about 50% soil solids, 30% water and 20% air. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 14
  • 15. silt loam soil 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 15
  • 16. 2.2 Moisture Stress of Plants  Plants absorb water mainly through their roots and use only 1.0 to 1.5% of the volume of water absorbed for building their vegetative structures and performing various physiological and biochemical activities.  Then where does the rest 98.5 % - 99% of water absorbed goes …???  Study of the process of water transport in soil, into plants and from soil and plants to the atmosphere are the basics of irrigation practice 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 16
  • 17. Important Question while thinking of Irrigation is when to irrigate and how much to irrigate ? Thus the knowledge of soil –water –atmosphere relationship required. Both excess and deficit soil water affects plant growth and hence result in yield reduction. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 17
  • 18. On the basis's agricultural considerations, soil has the following characteristics are 1) Physical properties of soil, 2) Chemical properties of soil, and 3) Soil-water relationships. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 18
  • 19. Soil physical Characteristics Moisture retention Storage, and transport Availability to plants as well as mechanisms of water absorption Conduction and transpiration by plants. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 19
  • 20. 1.Physical Properties of Soil The permeability of soils with respect to air, water, and roots are as important to the growth of crop as an adequate supply of nutrients and water. The permeability of a soil depends on the porosity and the distribution of pore spaces which, in turn, are decided by the texture and structure of the soil. 1) Soil Texture 2) Soil Structure 3) Depth of Soil 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 20
  • 21. 1) Soil Texture  Soil texture refers to the relative size of soil particles in a given soil (sand, silt and clay ).  Most soils contain a mixture of sand size ranging from (0.05 to 1.00 mm in diameter), silt (0.002 to 0.05 mm) and clay (smaller than 0.002 mm)  The texture of a soil affects the flow of water, aeration of soil, and the rate of chemical transformation all of which are important for plant life.  The texture also determines the water holding capacity of the soil03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 21
  • 22. Soil Texture 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 22
  • 23. Size limits of soil separates Soil separates Particle diameter (mm) USDA ISSS Very course sand 2.0 - 1.0 - Course sand 1.0 - 0.5 2.0 - 0.2 Medium sand 0.50 - 0.25 - Fine sand 0.25 - 0.10 0.20 - 0.02 Very fine sand 0.10 - 0.05 - Silt 0.05 - 0.002 0.02 - 0.002 Clay < 0.002 < 0.002 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 23
  • 24. Fine sand 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 24 Moisture Status: 25-50% 50-75% 75-100% Loam soils (sandy clay loam , loam , silt loam)
  • 25. Clay soils 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 25 Moisture Status: 25-50% 50-75% 75-100%
  • 26.  The relative proportion of soil separates is determined by mechanical analysis-Sieve Analysis.  Triangular classification is then utilized to differentiate the soil texture. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 26
  • 27. USDA Triangular soil Textural classification Chart 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 27 Fig. 2.3: USDA textural triangle 72% 3% 25% Sandy Clay Loam
  • 28. 2) Soil Structure  Arrangement and organization of soil particles in the soil and the tendency of individual soil particles to bind together into aggregates.  The arrangements of soil aggregates give soil its structure.  Grouping of particles into structural units occur in all soils.  However, the strength of the bonds, the size and the shape of the structural units and the proportion of the soil particles involved in the units differ considerably among soils. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 28
  • 29. Soil Structure 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 29
  • 30. Soil Structure development is influenced by:  Amount and type of clay,  exchangeable ions on the clay.  Amount and type of organic matter.  Presence of iron and aluminum oxides (cementing agents)  Binding between organic and inorganic  compounds (aluminum oxides, cations, clays).  Vegetation: produces OM, roots act as  holding soil together, and protects soil surface. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 30
  • 31. The overall quality of the soil structure may be evaluated in terms of its: Porosity, Aggregation,  Cohesiveness, Permeability for water or air. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 31
  • 32. The overall quality of the soil structure may be evaluated in terms of its: Aggregation, 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 32
  • 33. The overall quality of the soil structure may be evaluated in terms of its: Cohesiveness, Permeability for water or air. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 33
  • 34. 3) Depth of Soil The importance of having an adequate depth of soil for storing sufficient amount of irrigation water and providing space for root penetration cannot be overemphasized. Shallow soils require more frequent irrigations and cause excessive deep percolation losses when shallow soils overlie coarse-textured and highly permeable sands and gravels. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 34
  • 35. Depth of Soil deep soils shallow soils 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 35
  • 36. Cont.… On the other hand, deep soils would generally require less frequent irrigations, permit the plant roots to penetrate deeper, and provide for large storage of irrigation water As a result, actual water requirement for a given crop (or plant) is more in case of shallow soils than in deep soils even though the amount of water actually absorbed by the crop (or plant) may be the same in both types of soils. This is due to the unavoidable water losses at each irrigation 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 36
  • 37. 2.Chemical Properties of Soil For satisfactory crop yield, soils must have sufficient plant nutrients, such as nitrogen, carbon, hydrogen, iron, oxygen, potassium, phosphorus, Sulphur, magnesium, and so on. Nitrogen is the most important of all the nutrients. Nitrogenous matter is supplied to the soil from barnyard manure or from the growing of legume crops as green manures, or from commercial fertilizers. Plants absorb nitrogen in the form of soluble nitrates 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 37
  • 38. soils must have sufficient plant nutrients 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 38
  • 39. SOIL–WATER RELATIONSHIPS Any given volume V of soil consists of : 1)volume of solids Vs , 2)volume of liquid(water) Vw, and 3) volume of gas (air) Va. Obviously, the volume of voids (or pore spaces) Vv =Vw+ Va For a fully saturated soil sample, Va= 0 and Vv= Vw. 03-May-22 39
  • 40. Likewise, for a completely dry specimen, Vw= 0 and Vv= Va. The weight of air is considered zero compared to the weights of water and soil grains. The void ratio e, the porosity n, the volumetric moisture content w, and the saturation ,S are defined as 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 40
  • 41. Volume and mass relationships 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 41 a w s t V V V V    a w s t M M M M   
  • 42. Note It should be noted that the value of porosity, n is always less than 1.0. But, the value of void ratio ,e may be less, equal to, or greater than 1.0. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 42 Cont..
  • 43. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 43
  • 44. Bulk density - 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 44
  • 45.  Bulk density (gm/cm3) while apparent specific gravity (dimensionless).  Bulk density is normally expressed on a dry weight basis : 1.0 – 1.8 gm/cm3 for mineral soils.  Particle density - Thus the particle density of any soil is constant and does not vary with the amount of space between the particles. .  It is defined as the mass (weight) per unit volume of soil particles (soil solids). 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 45
  • 46. The specific weight (or the unit weight) 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 46
  • 47. Cont.. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 47
  • 48. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 48
  • 49. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 49
  • 50. Soil Water Content Soil water content is expressed on mass basis or volume basis. It is measured using gravimetric, neutron scattering, gamma ray, capacitance method, time domain reflectometer. 1.Gravimetric method (on mass or volume basis) Mass basis: 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 50 100 1 3 3 2     W W W W w W1 = weight of empty aluminium box, gm W2 = weight of box + moist soil sample, gm W3 = weight of box + dried soil sample, gm
  • 51. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 51   f s w t w V V V V V     w b v w      The gravimetric method is still the most widely used technique to determine the soil water content and is often taken as a standard for the calibration of other methods  A disadvantage is that it is laborious, because samples in duplicate or in triplicate are required to compensate for errors and variability.
  • 52. 2.3.1) ROOT-ZONE SOIL WATER Water serves the following useful functions in the process of plant growth:  Germination of seeds,  All chemical reactions,  All biological processes,  Absorption of plant nutrients through their aqueous solution,  Temperature control  Tillage operations, and  Washing out or dilution of salts. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 52
  • 53. Germination of seeds 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 53
  • 54. All chemical reactions, 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 54
  • 55. All biological processes, 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 55
  • 56. Absorption of plant nutrients 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 56
  • 58. Tillage operations 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 58
  • 59. Water Movement Between Soils and Plants plant = solute + matric + pressure Matric Forces: Water’s tendency to adhere to container walls. pressure is the reduction in water potential due to negative pressure created by water evaporating from leaves. As long as plant > soil, water flows from the soil to the plant. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 59
  • 60. Types of soil water 1.Gravitational water  When sufficient water is added to soil, water gradually fills the pore system expelling air completely from soil. Water moving downwards through soil under gravity.  The water tension at this stage is 0.33 atm. or less. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 60
  • 61. 04-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 61
  • 62. 2. Capillary water (Plant available water)  With increasing supply of water, the water film held around soil particles thickens.  Water enters the pores until the soil-water tension equal to the gravity force.  This soil water tension is about 0.10 – 0.33atm.  This water is available to plants.  Factors that influence the amount of capillary water in the soil are the structure, texture and organic matter content of the soil.  Optimum growth of plant takes place when the soil water is maintained at near field capacity 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 62
  • 63. 3. Hygroscopic water The water that an oven dry soil absorbs.  Water held tightly to the surface of soil particles by adsorption forces.  Occurs as a very thin film over the surface of soil particles. held tenaciously at a tension of 31 atm. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 63
  • 64. Fig. 2.5: Illustration of soil water constants Oven dry Air dry Hygroscopic coeff. Permanent welting point Field capacity Saturation Gravitational water Capillary water (Plant available water) Hygroscopic water Unavailable water 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 64
  • 65. • Cohesion water & adhesion water Adhesion Water- water attracted to solid surfaces 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 65  held by strong electrical forces - low energy  little movement- held tight by soil  exists as a film  unavailable to plants  removed from soil by drying in an oven
  • 66. Cohesion water & adhesion water 04-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 66
  • 67. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 67
  • 68. Basic concepts of soil - water Dynamics Forms of energy recognized in soil-water movement are: 1. The kinetic Energy- due to motion of water through soil layer. -negligible due to the slow motion 2. The potential Energy –due to position of soil water within soil body & internal conditions. - responsible in determining soil- water status.  The magnitude the force is the difference b/n soil water potential at two different points. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 68
  • 69. kinetic Energy 04-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 69
  • 70. potential Energy 04-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 70
  • 71. •The potential energy is defined w.r.t the reference state. Components of soil-water forces •Soil water is subject to several force fields – results in deviation from the reference state (total soil water potential). •Total soil water potential:the amount of work that an infinitesimal unit quantity of water at equilibrium is capable of doing work when it moves (isothermally and reversibly) to a pool of water at similar standard (reference) 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 71
  • 72. •The primary forces acting on soil water held within a rigid soil matrix under isothermal conditions can be conveniently grouped as: I - Matric forces: resulting from interactions of the solid phase with the liquid and gaseous phases; eg. adsorptive forces and capillary forces - capillarity caused by liquid–gas interfaces - adhesion of water molecules to solid surfaces 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 72
  • 73. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 73 Fig. 2.6: Schematic diagram of two water molecules. Adsorptive forces Adsorptive forces cause water molecules adsorbed on clay particles
  • 74. Cohesion water & adhesion water 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 74
  • 75. ii - Osmotic forces: owing to differences in chemical composition of soil solution;  Soil water …dissolved salts + other solutes →soil solution  Presence of solutes in soil water decreases the potential energy of water in the soil.  The potential energy of water in the solution is lower than the reference state (pure water). 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 75
  • 76. Osmotic forces: 04-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 76
  • 77. iii- Body/Gravitational forces: induced by gravitational and other (e.g., centrifugal) inertial force fields. Compare to matric & osmotic forces 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 77
  • 78. Soil-water potential Concept The effect of a force on soil water may conveniently be described by potential energy of soil water in a particular force field. The forces governing soil-water flow can be described by the energy concept.  According to this principle, water moves from points with higher energy status to points with lower energy status.  The energy status of water is simply called 'water potential'. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 78
  • 79. • The total soil water potential can be written as: t = total potential m =matric potential o= osmotic potential g = gravitational potential OR 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 79 g O m t        g O m t h h h h    •The matric head (hm) in unsaturated soil is negative
  • 80. Measurement of soil water 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 80
  • 81. 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 81
  • 82. THE END 03-May-22 mengistuzantet@mtu.edu.et lecturer@ Hydraulic and water resources Engineering Department 82