CIRI-CIRI FISIKA TANAH

29
CIRI-CIRI FISIKA TANAH SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

description

CIRI-CIRI FISIKA TANAH. SUMBER: www.swac.umn.edu/classes/ soil 2125/.../l02b. ppt ‎ . TEKSTUR TANAH. Describes the proportion of soil particle sizes: Sand Silt Clay Soil Texture influences other traits such as: Water Holding Capacity Aeration. - PowerPoint PPT Presentation

Transcript of CIRI-CIRI FISIKA TANAH

Page 1: CIRI-CIRI  FISIKA TANAH

CIRI-CIRI FISIKA TANAH

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

Page 2: CIRI-CIRI  FISIKA TANAH

Describes the proportion of soil particle sizes:SandSiltClay

Soil Texture influences other traits such as:Water Holding CapacityAeration

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

TEKSTUR TANAH

Page 3: CIRI-CIRI  FISIKA TANAH

Smaller particles – larger internal surface area

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

EFEK UKURAN PARTIKEL TANAH

Page 4: CIRI-CIRI  FISIKA TANAH

More pores – micropores

Larger pores – macropores

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

EFEK UKURAN PARTIKEL TANAH

Page 5: CIRI-CIRI  FISIKA TANAH

SAND2.00 – 0.05 mm

SILT0.05 – 0.002 mm

CLAY< 0.002 mm

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

SEPARAT TANAH

Page 6: CIRI-CIRI  FISIKA TANAH

Twelve TexturalClasses

Textural Triangle

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

KLASIFIKASI TEKSTUR TANAH

Page 7: CIRI-CIRI  FISIKA TANAH

DENSITAS (KERAPATAN):

MASA per VOLUME

D = M V

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

DENSITAS & PERMEABILITAS TANAH

Page 8: CIRI-CIRI  FISIKA TANAH

Dua macam kerapatan (densitas) dalam tanah:

Particle Density – PD : Bobot Jenis (BJ)

Bulk Density – BD: Bobot Isi (BI)

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

DENSITAS & PERMEABILITAS TANAH

Page 9: CIRI-CIRI  FISIKA TANAH

BJ rata-rata tanah ~ 2.65 g/cm3

BI average range from 1.0 – 1.8 g/cm3Depends on amount of pore space

BI = wt. dry soil = _g_ vol. dry soil cm3

e.g. BI = 650 g = 1.3 g/cm3 500 cm3

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

DENSITAS & PERMEABILITAS TANAH

Page 10: CIRI-CIRI  FISIKA TANAH

Usually expressed as a percentage; e.g. 50%

Two means determining porosity:1) Calculate ratio water volume to total core

volume2) Calculate from bulk density and particle

density

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

POROSITAS TANAH

Page 11: CIRI-CIRI  FISIKA TANAH

Water Volume to Core Volume

wet weight (g) – dry weight (g)Porositas = ---------------------------------------- x 100% soil volume (cu cm)

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

POROSITAS TANAH

Page 12: CIRI-CIRI  FISIKA TANAH

An oven-dry soil core, volume 500 cu cm, weighs 650g. When wet, it weighs 900g. Find it’s % porosity.

Porosity = 900g – 650g x 100% = 250g x100% = 50% 500 cu cm 500 cu cm

Note: the unit cancellation is made possible by the metric system which defines 1 cu cm of water as weighing 1g.

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

POROSITAS TANAH

Page 13: CIRI-CIRI  FISIKA TANAH

Bobot Isi (BI) vs. Bobot Jenis (BJDefines the percentage of the soil that is solid matterThe percent solid matter is subtracted from 100% to give percent porosity:

Porosity = 100% - (BI/BJ x 100%)

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

POROSITAS TANAH

Page 14: CIRI-CIRI  FISIKA TANAH

An undisturbed oven-dry soil, BD of 1.3 g/cu cm, consists of average mineral composition(PD 2.65 g/cu cm). Find its % Porosity:

Porosity = 100% - (1.3 g/cu cm/2.65 g/cu cm x 100%)

Porosity = 100% - (0.49 x 100%) = 100% - 49% = 51%

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

POROSITAS TANAH

Page 15: CIRI-CIRI  FISIKA TANAH

Pertanyaan:Which has greater porosity, Sand or Clay?Answer:Clay at about 50%; Sand is lower at about 30%

Why?

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

POROSITAS TANAH

Page 16: CIRI-CIRI  FISIKA TANAH

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

TEKSTUR & PORI TANAH

Page 17: CIRI-CIRI  FISIKA TANAH

• Why, then, does water move through sandy soil very rapidly, but moves slowly into clay ?

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

TEKSTUR & PORI TANAH

Page 18: CIRI-CIRI  FISIKA TANAH

This is explained by the physical property Permeability

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

TEKSTUR & PORI TANAH

Page 19: CIRI-CIRI  FISIKA TANAH

PERMEABILITAS

Permeability – the ease with which air, water, and roots move through soil

- Depends on number, size, and continuity of pores

- Liken to a maze

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

Page 20: CIRI-CIRI  FISIKA TANAH

Fine-textured soils would be impermeable if not for:

Soil Structure

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

PERMEABILITAS

Page 21: CIRI-CIRI  FISIKA TANAH

Structure – the way soil particles clump together into large units

called aggregates or

peds

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

STRUKTUR TANAH

Page 22: CIRI-CIRI  FISIKA TANAH

Structure can alter the effects of texture- e.g. a fine-textured silty clay with good

structure can be permeable!

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

STRUKTUR TANAH

Page 23: CIRI-CIRI  FISIKA TANAH

- Structure is classified by three groups of traits:1)Type – refers to shape of aggregates

e.g. Granular, Platy, Blocky, Prismatic, Columnar

2)Class – refers to size of pedse.g. very fine, fine, medium, coarse, very coarse

3)Grade – refers to strength and distinction of peds

e.g. weak/not visible vs. strong/easily distinguished

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

STRUKTUR TANAH

Page 24: CIRI-CIRI  FISIKA TANAH

Two-step formation:1) Individual soil particles loosely aggregate2) Weak aggregates are cemented to

strengthen- clay- iron oxides- organic matter- microorganism gums

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

PEMBENTUKAN STRUKTUR TANAH

Page 25: CIRI-CIRI  FISIKA TANAH

Soil Consistence – the behavior of soil when pressure is applied; measured at three different moisture levels: Wet, Moist, Dry (fig 4-15, p. 59)

Soil Tilth – ease of tillage, seedbed preparation, and seedling/root movement

Compaction – results from pressure applied at the soil surface

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

KONSISTENSI TANAH

Page 26: CIRI-CIRI  FISIKA TANAH

Pelumpuran, Bongkahan dan Kerak tanah:

Puddling occurs when pressure is applied to very wet soils (esp. plowing)

Crusts occur when bare soil is struck by raindrops; disperses soil then dries to a hardened crust

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

PELUMPURAN TANAH

Page 27: CIRI-CIRI  FISIKA TANAH

Memperbaiki sifat olah tanah:Best accomplished by improving structure- tilth relates to texture, structure, permeability, and consistence; however,

Tekstur dan Konsistensi sangat sulit diubah, sehingga perbaikan sifat olah tanah dilakukan dengan memperbaiki struktur dan menghindari pemadatan tanah

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

SIFAT OLAH TANAH

Page 28: CIRI-CIRI  FISIKA TANAH

Liang-liang tanah – continuous macropores leading from surface to deep subsoil

Cadas Tanah – any layer of hardened soil; includes:- claypans = cadas liat- fragipans (clays) = cadas liat keras- plinthite (di daerah tropis) - caliche (Ca cemented)

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

CADAS TANAH

Page 29: CIRI-CIRI  FISIKA TANAH

Temperatur TANAH (dipengaruhi oleh warna tanah, tekstur dan BOT)

Warna Tanah:Munsell soil color chart

Hue, Value, Chroma Misalnya: 10YR 3/6

SUMBER: www.swac.umn.edu/classes/soil2125/.../l02b.ppt

TEMPERATUR TANAH