Liming Materials

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Liming Materials Ch 9.8

description

Liming Materials. Ch 9.8. Agricultural Limes. Carbonate Forms Calcite (CaCO 3 ) Dolomite (CaMgCO 3 ) Marl Oyster shells Lime – Calcium oxide (CaO), also called quicklime or burned lime Hydrated lime – Ca(OH) 2 formed by mixing CaO with hot water. limestones. Reactions in the Soil. - PowerPoint PPT Presentation

Transcript of Liming Materials

Page 1: Liming Materials

Liming Materials

Ch 9.8

Page 2: Liming Materials

Agricultural Limes

Carbonate Forms Calcite (CaCO3) Dolomite (CaMgCO3) Marl Oyster shells

Lime – Calcium oxide (CaO), also called quicklime or burned lime

Hydrated lime – Ca(OH)2 formed by mixing CaO with hot water

limestones

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Reactions in the Soil

1) Reaction with Carbon DioxideCaCO3 + H2O + CO2 → Ca(HCO3)2

2) Reaction with Soil ColloidsColloid(H+,Al3+) + 2Ca(HCO3) → Colloid(2Ca2+)+Al(OH)3 + H2O+4CO2

Overall ReactionColloid(H+,Al3+) + 2CaCO3+ H2O→ Colloid(2Ca2+)+ Al(OH)3 +2CO2Results in an increase in base saturation, and a corresponding

increase in pH

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How much lime is needed to raise pH? Determined by:

Change in pH required Buffer capacity of the soil Chemical composition of the liming material The particle size (fineness) of the liming material

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Effect of Soil pH and Soil Texture

0

50

100

150

200

250

6 5.5 5 4.5 4

Sand

Loam

Clay

Lbs/

1000

ft2 l

ime

to a

pply

Soil pH

Lbs CaCO3 needed to raise pH to 6.5

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Chemical composition Commonly expressed as CaCO3 equivalent

(CCE) chemical purity of material Chemical equivalency

Moles of + or – charge per mole of ion or compound Standard is CaCO3 = 2 equivalents/mole Ca+2 = Mg+2 = CaO =Ca(OH)2=MgO=CaCO3=MgCO3 CaMg(CO3)2= 2 Ca2+ (4 equivalents/mole)

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Calculating Chemical Equivalency Example: CaO (2 equivalents/mole)

CaO=56 g/mole, equivalent weight = 28 g/mole CaCO3=100 g/mole, equivalent weight = 50 g/eqCCE= (50/28) x 100 = 178.6%100 lb CaO will neutralize as much acidity as 178.6

lbs CaCO3!!!Try with dolomite CaMg(CO3)2 (M.W.=184.4)

CCE = [50 /(184.4/4)] x 100 = 109

4 equivalents/mole

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Particle Size (Fineness) of Liming Materials The finer the material, the faster it dissolves

and reacts with soil Oxides and hydroxides usually occur as powders Limestones can vary in their particle sizes

Agricultural limes are required by law to have a “fineness guarantee” indicating its particle size and reactivity

Fineness is described in terms of sieves used for analysis

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8 openings /inch

20 openings /inch

60 openings /inch

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Effect of Particle Size on Soil pH over 3 years

Figure 3-10 from Havlin et al., 2005

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Sieves Used By State

Iowa – 4, 8, 60 mesh Illinois – 8, 30, 60 mesh Minnesota and Wisconsin – 8, 20, 60 mesh Michigan – 8, 60 mesh

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Relative lime efficiency and rate with particle size

Figure 3-11 from Havlin et al., 2005

To raise soil pH to 7.0

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Calculating fineness factor

Sieve analysis multiplication factor> 8 mesh 08 – 20 mesh 0.220-60 mesh 0.6< 60 mesh 1.0

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Example Calculation – fineness factor

pan

60

20

8

100 g16 g x 0 = 0

22 g x 0.2 = 4.4

35 g x 0.6 = 21.0

27 x 1.0 = 27.0

Fineness Factor = 4.4 + 21.0 + 27.0 = 52.4

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The Wisconsin Neutralizing Index (NI) Combines chemical composition (CCE) and

fineness into one factor Provides a relative value of various liming

materials NI = CCE x FF

Example: material with CCE = 92% and FF = 56 NI = 56 x 0.92 = 51.5

Wisconsin Lime Requirement based on lime with a NI = 60-69 and 80-89

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Other Liming Materials

Fly ash Variable with type – metal contamination may be a

problem, mainly oxides Papermill/Waste treatment Sludge

Cheap, effective if source is near, mainly carbonates

Slag Mainly, silicates, and oxides

Fluid lime Finely ground limestone in suspension

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Management and Effectiveness Limestone has effects up to 4 years after

application Incorporation into soil speeds the reaction Topdressing aglime in no-till can be effective,

but can take longer for effects to be seen Soil texture, macropores are factors

Fluid lime can be effective in no-till but must weigh cost

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Effectiveness of Aglime in no-till and conventional tillage systems on clay soil

Stevens and Dunn(2003) http://aes.missouri.edu/pfcs/research/prop402b.pdf