Fertilizers. Nitrogen fertilizers have a greater acidifying effect on soils than
other fertilizers. Two processes are involved. First, commonly used nitrogen fertilizers
contain ammonium nitrogen (urea is an ammonium forming material). Soil bacteria convert
ammonium (NH4+) to nitrate (NO3+) through a
biochemical process called nitrification. Hydrogen (H+) is released in this
process, and free hydrogen ions cause an increase in acidity. The second acidifying effect
comes from nitrate that is not taken up by the growing crop. Nitrates are very soluble
and, if not taken up by plants, will move downward with soil water and may be carried
below the root zone. They take with them other nutrients that have a positive charge-most
likely calcium and magnesium-and their removal in this manner has the same acidifying
effect on soils as removal by a crop.
Table 2 shows the calculated amount of typical aglime needed to offset the acidity
potential of common nitrogen fertilizers. It is evident that applying more nitrogen
fertilizer than a crop can take up is not only wasteful and expensive from the nitrogen
standpoint but also increases the cost of a liming program and can be a pollution hazard.
Table 2. Amount of aglime required to neutralize acidity created by nitrogen
fertilizer.
Fertilizer N Conc. Aglime* needed per 100 lb. actual N
---------------------------------------------------------------------
% lb.
Ammonium nitrate 34 225
urea 46 225
Anhydrous ammonia 82 225
urea-ammonium 28-32 225
nitrate solutions
Ammonium sulfate 21 669
---------------------------------------------------------------------
*Aglime with a CCE of 80% (Source: NSA Aglime Fact Book)
Rainfall. Soils can become acid even in the absence of crop removal or
fertilizer applications. Rainfall is considered a natural cause of acidity because of the
downward movement of water through the soil profile and the removal of nutrients from
surface runoff and erosion.
Indiana is located in a humid area where rainfall exceeds the amount of water use by
plants. As water moves down through the soil profile, it has a slow but persistent
acidifying affect. Weak acids (corresponding to vinegar) are produced in the soil when
plant residues and organic matter decompose. These weak acids react and combine with
nutrients such as calcium, magnesium. potassium, and sodium as the soil solution (water)
moves down through and below the root zone (leaching). Hydrogen, or aluminum if soil pH is
less than 5.2, replace basic cations causing the soil in the leached zone to become more
acid.
Examples of this process are found in south central Indiana soils where limestone rock
is found just a few feet below an acid surface soil. In some cases, sinkholes" have
developed where sufficient limestone dissolved in this process and caused a collapse of
the surface soil. Surface runoff can carry calcium, magnesium, and other nutrients in
solution. Likewise, these nutrients can be physically removed in the erosion process. Both
actions leave the remaining soil more acid.
Acid rain receives considerable publicity but is not a significant factor in a farmer's
liming program. The present day acid rain of Indiana has a pH of about 4.3. This acid is
produced by the sulfur (S) and nitrogen (N) oxides in the air reacting with water; it
amounts to less than a half pound (0.5 lb.) of acid (H+) per acre in a year's
rain. There may be another 0.5 lb. of acid added by dry deposition which is the dust of S
and N compounds from the air. Thus, up to 1 lb. total of acid (H+) per acre per
year may be deposited on Indiana land. Neutralizing this requires a total of about 50 lb.
of limestone per acre per year. Thus, a ton of lime every forty or fifty years neutralizes
the effect of acid rain.
Note that this same N and S in Indiana rain and dry deposition, which produces the
acidity, also supplies about 10 lbs. of N and 15-20 lbs. of S fertilization per acre per
year as a positive bonus.
Measuring Acidity
Soil testing laboratories add distilled water to dry soils in a small paper cup, mix
them together and then use an instrument called a pH meter to determine if a soil is acid
or not. The pH meter has been calibrated (adjusted) to give a reading of 7 (pH 7) in
distilled water which has an equal number of free hydrogen (H+) acidic ions and
hydroxyl (OH-) basic ions. Therefore a pH of 7.0 is neutral (equal). If the pH
meter reads less than 7.0, there are more acidic ions than basic ions and the solution. or
soil, is classed as acidic. Likewise if readings are above 7.0. there are fewer acid ions
than basic ions and the soil is considered basic.
It is important to recognize that pH readings are logarithmic. As an example, a soil
with a pH of 5.0 is 10 times as acid than one with a pH of 6.0 and 100 times more acid than one with pH 7.0.
Soil pH vs. Lime index. The initial determination of a limestone recommendation
for field crops at the Purdue Soil and Plant Analysis Laboratory is a two step process.
First, a soil-water mixture pH is measured. If the soil pH (also called water pH) value is
6.0 or above (6.6 or above for alfalfa, sweet clover, and birdsfoot trefoil), there is no
need to add a liming material for field crops When the soil pH is below 6.6, a second test
is used to determine how much limestone is needed to bring the soil pH up to a desired
level for the specific crops which will be grown.
The acidity measured in a soil and water mixture is designated as active acidity and is
a measure of the pH environment of the root. This does not represent the total amount of
acid in a soil. Soils have a large reserve supply of acidity held by clay and organic
matter particles or in aluminum and iron compounds. As calcium and magnesium carbonates
from aglime neutralize the active acidity in the soil solution, more acidity is released
into solution from the reserve supply and the pH does not rise. This resistance to a pH
change is called buffering. Buffering capacity of a soil is a function of the clay and
organic matter content as well as the amount of aluminum and iron compounds. Soils that
are highly buffered require more lime to raise the pH because they have a larger supply of
reserve acidity that must be neutralized.
In most laboratories, the buffering capacity (total acidity) is determined by mixing a
special solution (buffer solution) with soils and measuring the change in pH. On the
Purdue Soil Test Report, this test is labeled "Lime Index" (also called
"SMP Buffer pH"). Lime requirements are calculated on the basis of change in pH
of the buffer solution.
Beneficial Effects from Liming
Soil acidity has a direct effect upon availability of most essential plant nutrients.
Figure 1 shows the general effect of pH on plant nutrient availability. The best pH range
for most nutrients is between 6.0 and 7.0. Deficiencies can be observed at both low and
high pH's. Manganese and iron exhibit toxicity at low pH's and deficiency at high pH
levels. Although aluminum is not an essential nutrient, it is important because it rapidly
increases in solubility as the soil pH drops below 5.0. Too much aluminum in solution will
restrict root and plant development.
Figure 1. Effects of change in soil pH on the availability of plant nutrients.
Soil microorganisms do not function effectively in acid soils. As soil pH levels
decline so does the activity of the organisms which break down (decompose) organic matter,
releasing nutrients to plants. Although these organisms function best at soil pH levels of
8.0, their effectiveness does not drop rapidly until pH levels drop below 6.0.
Decomposition of organic matter also contributes to aggregation (clumping) of soil
particles which provides for good soil tilth, aeration, and drainage.
Effectiveness of the bacteria which enter legume roots and fix nitrogen (nodulation) is
highest at pH levels of 6.5 to 7.0 and declines rapidly when pH levels fall under 6.0.
Some herbicides, particularly triazines, lose some of their effectiveness in soils that
have pH levels under 6.0. The problem is found most often where nitrogen has been
broadcast on the surface in continuous no-till corn. A shallow acid layer develops at the
soil surface and reduces the activity of the sprayed-on herbicide. Where this practice is
followed, a shallow soil sample (0-2 inches) should be taken for determination of lime
needs.
Crop Needs
Normal crop growth occurs over a range in pH values and the range varies by crop as
shown In Figure 2. In a soil testing laboratory, the necessity for limestone is based on
crops to be grown, soil pH, and soil organic matter (mineral soil vs. organic soil). The
goal of a liming program is to apply enough aglime to raise the soil pH to the middle of
the range for normal growth and then reapply when it drops below the range.
Figure 2. Mineral soil pH ranges for crops.
Soil Sampling for Limestone Needs
Many fields vary in organic matter content. This has a big influence on soil pH and
lime requirement. It is important that soil samples be taken to select and identify
variations that exist in a field rather than mix everything together into one sample and
then obtain an average. This process requires several Samples from each field. Each sample
should represent no more than 20 acres.
A detailed Soil Survey is available in most Indiana counties and provides a helpful
guide to soil differences that can be expected in a field. Copies are available in SCS and
County Extension offices. Out in the field, soil samples should be separated primarily on
the basis of soil color differences (light vs. dark) which reflect variations in organic
matter
Separate soil samples should be taken also where the texture (clay content) of soil
surface varies widely. This is not a widespread problem in Indiana because about 85% of
the surface soil has a silt loam texture.
Samples need to be taken at different depths with different tillage systems. If a mold
board plow is used once every four or five years, take samples to plow depth. If a chisel
is used as the only deep tillage tool, take samples to one half the depth that the chisel
is set in the chiseling operation. Most of the soil mixing occurs in the upper one half of
the chisel depth. Where fields are in continuous no-till for four years, or more, and
nitrogen for corn is broadcast or sprayed on the surface, take samples from the top two to
four inches to pick up the acidity developing from the nitrogen fertilizer. An adjustment
in limestone recommendations will be necessary when no-till fields are sampled in this
manner.
Soil pH's in the plow layer fluctuate during the growing season according to soil
moisture levels. The buffer pH (Lime Index) remains more constant. As soils dry out, the
pH drops due to salt accumulation near the surface of the soils. They may rise after a
rain moves the salt downward into the soils. It is recommended that fields be sampled in
the fall after harvest when soil moisture levels are most likely to be similar from year
to year.
Liming Sources
Several liming materials are marketed, and it is important to recognize the differences
among them.
Ground Aglime (Dry). Limestone rock is crushed and ground into a material known
by several names including: Aglime, Agrilime, Ag stone, Ground Agricultural Limestone, and
Lime. Ground aglime is the most widely used liming material in the state, being easy to
transport and apply. The calcium in limestone is in the carbonate form and most Indiana
limestone also contains magnesium carbonate. Calcium content ranges from 15 to 40% and
magnesium ranges from 0 to 15%. Limestone with less than 5% magnesium is designated as
"calcitic limestone." It is designated as "dolomitic limestone" when
the magnesium level is above 5% (pure magnesium carbonate is known as dolomite).
Factors affecting the quality of aglime are discussed in the section titled, Quality of
Liming Materials.
Fluid Lime. In recent years a product called "Fluid Lime" or
"Liquid Lime" has been marketed in some localities. The product is prepared by
mixing very finely ground aglime (100% passing a 100 mesh sieve and 80-90% passing a 200
mesh sieve) with either water or liquid nitrogen fertilizer along with a suspending agent
(attapulgite clay) and applying the material with a liquid fertilizer applicator. Aglime
content of the product may range from 50-70%.
Two main advantages for liquid lime are:
- 1) a more uniform application can be made with the material in suspension and,
- 2) lime and nitrogen fertilization can be combined in one application trip.
Claims are also made that liquid lime will raise the soil pH faster than standard dry
aglime and that much less is needed because it is ground very fine. Both statements are
only partially true. For the first few months after application, the soil pH will rise
faster where liquid lime is used, but within one year soil pH changes will be equal for
liquid and dry material applied at equal rates. Research comparing the lasting effect of
the two products is lacking.
Particles that pass a 60-mesh sieve are considered to be 100% available and effective
in changing the soil pH within a year after application. Grinding particles finer than
60-mesh doesn't make them more available, so rate adjustments between materials should be
based primarily on percentage of material passing a 60-mesh sieve. Limited research on
fineness and rate comparisons indicate that rates for fine lime should not be reduced more
than one-third to one-half of those for standard dry aglime.
Higher cost is the main disadvantage of liquid lime which is a result of the added
expense in grinding the aglime fine enough to keep it in suspension and transportation
costs for water if that is the liquid in which the fine aglime is suspended.
Transportation costs are primarily on a weight basis and if water composes 50% of the
total weight, transportation costs would be substantial.
A common application rate is 1000 pounds per acre-500 pounds of aglime and 500 pounds
of water. This rate would be adequate for a maintenance program to offset acidity caused
by N fertilization, but could not be used as a corrective remedy where the limestone
recommendation is of 2 tons/a or more.
Pelletized Lime (Granular Lime). To avoid the dust problems associated with very
fine particles, aglime and other lime (calcium) products can be compressed between heavy
steel rollers into pellets or granules. Another process is to make slurry of finely ground
ag lime, binding additive, and water and to granulate the aglime with the binding agent.
The product can then be applied similar to dry granular fertilizer.
Pellets are readily dispersible in water and like liquid lime, will react quickly in
the soil. Also, rates could be reduced from standard aglime by one-third to one-half
because of the fineness of the particles being compressed together. Claims that a few
hundred pounds will substitute for a ton or more of aglime cannot be substantiated by
reliable research. Likewise, the practice of banding 200 to 400 pounds per acre of
pelletized lime in the row as a starter fertilizer would have only limited temporary
benefits early in the growing season, and any yield increase would not likely pay for the
cost of the materials.
Marl. This liming material is a natural earthy material made up of marine animal
shell fragments and calcium carbonate deposited in swampy areas. It also contains some
clay and organic matter as impurities and is mined wet and sold by the cubic yard because
of the moisture content. As a general rule two cubic yards are considered equal to one ton
of aglime.
Uniform spreading is difficult unless the material is dried and ground. This practice
increases its costs. Use is usually confined to localities near deposits. Since marl
contains no magnesium, repeated applications may result in soils becoming deficient in
magnesium. Deficiencies can be prevented by occasional reliming with dolomitic limestone.
Lime Sludges. Some water softening plants have a soft lime sludge containing
fine lime particles that are precipitated in the softening process. Lime sludges vary in
calcium carbonate equivalent (CCE) and water content both of which would influence the
amount of sludge needed to equal dry aglime. Since the particles are small, it reacts
quickly in soils similar to liquid aglime.
Fluid-bed Ash, Fly Ash, and Stack Dust. Electrical utilities sometimes mix
limestone into ground coal in a fluidizing bed to control burning rates for the coal. The
ash remaining after burning the coal has a neutralizing value for correcting soil acidity.
Ashes and dusts collected from smoke-stacks also can neutralize soil acidity. The calcium
carbonate equivalence can vary widely in the fluid-bed ash, fly ash, and stack dusts and
should be determined by laboratory analysis. Application rates need to be adjusted for the
relative neutralizing value of these materials.
Agricultural Slags. One of the steel industry by-products is a magnesium
silicate or slag. Air-cooled slag must be ground the same as limestone. Water-cooled slag
is a porous granular material produced when water is applied to the hot slag. Usually it
requires screening before being sold for agricultural purposes.
Burned Lime (Quicklime). Limestone rock is heated at high temperatures to drive
off carbon dioxide. It is fast acting but is corrosive, disagreeable to handle and more
expensive than aglime. It is usually used in special nonagricultural situations.
Slacked Lime (Hydrated Lime). It is produced by adding water to burned lime or
by absorption of moisture from the air. It has the same characteristics and limitations as
burned lime.
Gypsum. This is not a liming material but is a neutral salt of calcium sulfate
and will not change the soil pH. Even though it is a source of readily available calcium,
a deficiency of calcium has not been detected on general field crop production in Indiana
except around oil drilling operations.
Factors Affecting Recommendations and Application Rates
Recommended limestone rates that appear on soil test reports are based upon the amount
required to raise the soil pH to a specific level. Soil classification as mineral or
organic and crops to be grown are the two criteria used by the Purdue Soil Testing
Laboratory for determining the desired soil pH level as shown on Table 3. Information is
also provided in the report for making adjustments in application rates depming material being applied and depth of tillage.
Table 3. Recommended rates of limestone for field crops.
Soil. Two classifications are used: 1) mineral soils with less than 20% organic
matter, and 2) organic soil if organic matter is above 20%. Due to the very high cation
exchange capacity of organic matter, there are no pH related problems until soil pH drops
below 5.4 on organic soils.
Crops. Agronomic crops are also separated into two categories: 1) Least
acid-tolerant including alfalfa, sweetclover, and birdsfoot trefoil, and 2) less
acid-sensitive all other crops as shown in Figure 2. Limestone recommendations are made
separately for turf, lawns, gardens, shrubs, and horticulture crops.
Quality of Liming Materials
How effective a liming material will be in correcting soil acidity is dependent upon
two factors--purity and fineness.
Purity. Liming materials vary in their composition and thus also in their
capacity to neutralize acidity. Calcium carbonate equivalence (CCE) is the standard for
measuring purity. Pure calcium carbonate tests 100% and magnesium carbonate has a CCE of
108 while the CCE of a product such as hydrated lime ranges between 120 and 136. Most
aglime contains both calcium and magnesium carbonates along with various impurities. The
CCE of Indiana limestone generally ranges between 85 and 107. A suggested minimum is a CCE
of 80.
Fineness. This refers to particle size and is important because it governs how
quickly acidity will be corrected. Most liming materials contain particles that vary
greatly in size from dust to gravel-like particles. Small particles dissolve rapidly and
react chemically with the soil to reduce acidity whereas coarse particles react very
slowly and are of little value in correcting an acidity problem.
Fineness of aglime is determined by passing the material over a set of sieves (screens)
of different sizes. Sieve size is expressed in terms of openings per linear inch, an 8
mesh sieve has 8 openings per inch (64 per sq. in.). Table 4 shows the relative
effectiveness of different size particles. In Indiana, 8 and 60 mesh sieves are used to
determine fineness. In the absence of a lime law it is suggested that a minimum of 80%
pass the 8 mesh sieve and 25% pass the 60 mesh sieve.
Table 4. Relative effectiveness of different size limestone particles.
Particle Size Percent Available In 3 Years
---------------------------------------------------------------------
Larger than 8 mesh 0-10
Pass 8 mesh, held on 60 mesh 40-50
Smaller than 60 mesh 90-100
---------------------------------------------------------------------
The ultimate effectiveness (quality) of aglime is a combination of the interaction
between purity (CCE) and fineness. Since both purity and fineness vary from one producer
to another, there have been numerous attempts to devise numerical systems for evaluating
quality, comparing sources, and serving as a basis for making adjustments in
recommendations. Most systems are cumbersome in nature and somewhat difficult to
understand, resulting in limited acceptance.
Recommended rates on Purdue soil test reports are based on 25 percent of the particles
passing a 60 mesh sieve. information is provided on the back of the report, and in Table
5, for adjusting recommended rates according to differences in fineness. If more precision
is desired in making adjustments, a procedure could be used by making slight modifications
to a system recently developed at the University of Kentucky. It combines two fineness
values and the purity (CCE) factor into one term called Relative Neutralizing Value (RNV).
On the assumption that particles larger than 8 mesh are not effective in changing the soil
pH during the first three years after application (see information In Table 4), the
following formula is used to calculate the RNV:
RNV = (% passing 8 mesh + % passing 60 mesh) CCE
------------------------------------- x -----
2 100
Table 5. Limestone rate adjustment for fineness.
Rate recommended Percent limestone passing a
on soil test reports 60 mesh sieve
15-25 25-35 35-60 60+
---------------------------------------------------------------------
2 2.5 2.0 1.5 1.5
4 5.5 4.0 3.0 3.0
6 8.0 6.0 5.0 4.5
8 10.0 8.0 6.5 5.5
---------------------------------------------------------------------
This formula gives pure calcitic limestone ground so that all particles pass a 60 mesh
sieve an RNV of 1 00:
(100+100) 100
RNV = --------- x ---- =100
2 100
A standard RNV to use in making rate adjustments can be calculated according to the
criteria formerly used for approving ACP cost-sharing funds for aglime: 1) 80% passing 8
mesh, 2) 25% passing 60 mesh, and 3) 80% CCE. The RNV of such a limestone is:
(80+25) 80
RNV = ------- x --- = 41
2 100
Rate adjustment uses the following formula:
Adjusted rate:
41
recommended rate X ---- of Aglime be applied
RNV
An example is a recommended rate of 5 Ton/A and applying an aglime with an RNV of 59
(Indiana state average):
41
Adjusted rate: 5 X ---- - 3.5 tons/a.
59
Many Indiana aglime producers participate in an annual voluntary testing program
conducted cooperatively through the Indiana Mineral Aggregates Association and the Purdue
Agronomy Department. Tests are made for CCE, fineness, percent calcium and percent
magnesium. Results are available at limestone producers, fertilizer dealers, county
extension offices, and county ASCS offices.
Tillage Practices and Nitrogen Placement and Soil Sampling. The quantity of
limestone needed to correct an acid soil condition is influenced by the volume (depth) of
soil with which the limestone will be mixed during tillage operations. Mixing ranges from
none with continuous no-till to 12-14 inches with moldboard plows. Rates recommended on
Purdue soil test reports are based on a tillage depth of 9 inches with a suggested 10
percent adjustment for each one inch variance in tillage depth and a maximum adjustment of
30 percent. Where a moldboard plow is used once every four years in a row cropping system,
soil samples should be taken to plow-depth regardless of tillage practices in the
intervening years.
Chisels do not mix the soil uniformly throughout the depth of operation; very little
mixing occurs in the lower half of the chiseling depth.
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