lab exam 1 Flashcards

(57 cards)

1
Q

Soils are not (a) but (a) can develop into soil. Unlike it, a soil forms at (b) earth surface (c).

(d) includes (e) of the parent material (rocks and minerals) particles (f), (g) the mineral particles, (g) organic matter, (g) the composition and structure of minerals (including clay formation) through (h), and the (i) of soil horizons.

Individual soil is characterized by a unique (j). A (j) is a vertical section (cross section) of the soil exposing all of its horizons. Soil development or (k) is a (l) but slow process.

A (m) is a layer of soil or soil material approximately parallel to the land surface and differing from adjacent horizons in physical, chemical, and biological properties.

Five soil forming factors - (n) influence the type of soil that develops.

A

a. rock
b. normal
c. temperature and pressure
d. Soil development
e. reducing the size
f. physical weathering)
g. rearranging, adding, changing
h. chemical weathering
i. formation
j. soil profile
k. soil genesis
l. continuous
m. soil horizon
n. climate, living organism, relief, parent material, and time (CLORPT)

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2
Q

(a) do not have to be rock. Soil may develop from materials transported by (b). A geologic map may show different parent materials in an area. Soil properties such as (c) will depend on the kind of parent material that will transform into soil. Soil parent material can either be (d).

Parent material is called (e) if soil developed directly from the (f). Some common (f) in the Philippines include (g).

(h) are divided into (i) based on the method of transportation.

A

a. Parent materials
b. wind, gravity, water or ice
c. texture, base saturation, including dominant clay minerals
d. residual or transported
e. residual
f. bedrock
g. basalt, andesite, and different types of metamorphic and sedimentary rocks
h. Transported materials
i. four groups

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3
Q

Parent material deposited by (a) is called (b). Alluvial soil can have many (c). Alluvial deposits that occur where the (d) over them are called (e). The soils in the flood plains of (f) are very important for agriculture in the country. They are used extensively for growing rice and other major agricultural crops.

(g) can also be an effective transporter of parent materials. The most common wind transported parent material associated with soils in the country are those (h) ejected during major volcanic eruptions.

Materials deposited at the (i) are called (j). This material is brought down slope by (k).

Sediments transported by (l) are generally referred to as (m). Glacier deposited parent material does not exist in the Philippines. Glacial Drift is important in almost all temperate countries experiencing (n).

A

a. moving water
b. alluvium
c. different strata of water deposits
d. stream frequently floods
e. flood plains
f. Luzon
g. Wind
h. volcanic ash
i. foot of a steep slope
j. colluvium
k. gravity
l. ice
m. Glacial Drift
n. glaciation

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4
Q

(a) has two major components for soil formation. The first is (b). As the (c), the (d) in the soil will be faster. For (e) in temperature, the (f). (g) will weather faster because the chemical reactions will take place faster and the reactions will occur throughout the year.

Along with temperature is the climate factor of (h). In general, areas with (i). However, the amount of (j) has to be accounted for. Areas that are (k) compared to areas that are (l) back into the atmosphere before leaching can occur. (m) occurs when water moves through the soil and removes the soluble constituents. The leaching zone is determined by the (n) in the soil profile. This is easy to locate because calcium carbonate reacts with (o) or the soil bubbles when acid is applied.

A

a. Climate
b. temperature
c. mean annual soil temperature increases
d. weathering of rocks and minerals
e. every 10°C rise
f. rate of biochemical reactions doubles
g. Tropical soils
h. precipitation or rainfall
i. more rainfall will have greater weathering and greater leaching
j. evapotranspiration
k. cool and wet will have more leaching
l. hot and wet because more of the rainfall in a hot, wet climate evaporates
m. Leaching
n. location of CaCOs
o. hydrochloric acid to give off carbon dioxide

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5
Q

The organisms living in and on the soil respond to the (a). So biotic factors and climatic factors are interrelated. Animals living in the soil can influence the soil development by their (b). The mixing of the soil by organisms is called (c).

In the Philippines observed differences among soils as affected by (d) are those between grassland and forest areas. For (e), soil develops a (f). Soil developing under (g) will have a (h).

In summary, climate affects the amount of (i) that takes place in the soil and the (j) with which soil horizons develop. Vegetation affects the (k) horizons.

A

a. climate of the area
b. mixing activities
c. bioturbation
d. vegetation
e. forested areas like diptherocarp forest,
f. thin surface horizon, a leached, light colored zone below the surface, and an accumulation zone that is often brown or red color
g. grassland
h. thick, black surface horizon, a result of thick grassland roots contributing large amounts of organic matter to the surface soil, making it black
i. leaching
j. speed
k. thickness and color of the surface

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6
Q

(a) as a soil-forming factor is related to the soil’s position in the landscape. (a) refers to the (b) of the land surface. Some soils occur on the summit of a hill, some on the backslope, and some on the footslope. The (c) will have a great deal to do with the soil (d).

Slope Profile: 5

In general soils at the (e) develop horizons the fastest.

Soils on the (f) develop slower because (g).

At the (h) position the soils will collect sediment from upslope that can bury the horizons and (i) their development.

Another complicating factor is the (j). Soils with (k) but as the (l). Soil with poor drainage will show (m). For very poorly drained soils the (n) in color. This condition implies that most of the (o).

A

a. Topography
b. shape or contour
c. position of the slope
d. characteristics

Slope Profile:
- Summit
- Shoulder
- Backslope
- Footslope
- Toe slope

e. summit and shoulder
f. backslope
g. rainfall will run off this slope position faster, there will be more soil erosion, and there will be less leaching
h. footslope
i. slow down
j. depth of the water table in relation to slope position
k. deep water table are considered well drained
l. water table goes up closer to the soil surface drainage becomes poor to very poor
m. redoximorphic features and are reflected in the soil as splotches of red or gray color and are called mottles
n. entire soil below the dark surface will be gray
o. iron has been reduced due to the low O₂ levels

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7
Q

The (a) of a soil is generally considered to be the (b), thus enabling the soil development to proceed. The length of time for a soil to form depends on (c).

In general the age of a soil is not considered in years but (d). Thus young soils have (e) while old soils have (f).

Conditions that hasten the rate of soil development are: 4
Conditions that retard soil development are: 4

How many years does it take for a soil to form? Soil scientists have measured the age of many soils and have a wide range of rates of soil formation. A one-meter thick soil developed from loess in temperate country in 8,000 years, while a one-meter thick soil in tropical country took 75,000 years to form.

In general the following happens with time for a soil: 5

A

a. age
b. length of time in years since the land surface became stable
c. the intensity of the other active soil forming factors of climate and organisms, and how topography and parent material modify their effect
d. how much development the soil has undergone
e. minimal soil development and few horizons
f. well-developed horizons

Conditions that hasten the rate of soil development are:
- permeable, unconsolidated, parent material,
- warm, humid, climate,
- forest vegetation,
- summit or backslope landscape position that is well drained.

Conditions that retard soil development are:
- Impermeable, hard, consolidated, parent material,
- cold, dry, climate,
- grassland vegetation
- steeply sloping backslopes or shoulders.

In general the following happens with time for a soil:
- thicker horizons that sink deeper into the parent material
- increased iron accumulation making the soils redder
- increased clay content
- increased acidity (soils with lower pH)
- leaching of nutrients so soils are less fertile.

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8
Q

Table 1. Descriptive Soil Profile Symbols.

5

OAEBCR

A

O - Horizon dominated by organic matter.

A- Organic-rich, mineral horizon at or adjacent to the surface.

E - Mineral horizon of maximum eluviation.

B - Mineral horizon of maximum illuviation and formed beneath an O, A, or E horizon.

C - Weathered parent material.

R - Underlying consolidated bedrock.

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9
Q

Table 2. Recognized transitional horizons.

6

AB BA AC EB BE BC

A

AB - A horizon transitional between A and B, dominated by properties characteristic of an overlying A horizon.

BA - A horizon transitional between A and B, dominated by properties characteristic of an overlying B horizon.

AC - A horizon transitional between A and C, dominated by properties characteristic of an overlying A horizon. Common in soils lacking a B horizon.

EB - A horizon transitional between E and B, dominated by properties characteristic of an overlying E horizon.

BE - A horizon transitional between E and B, dominated by properties characteristic of an underlying B horizon.

BC - A horizon transitional between B and C, dominated by properties characteristic of an overlying B horizon.

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10
Q

Table 3. Additional symbols used in combination with the previously described horizon designations. These give more detailed information about the composition of a soil horizon.

22

a b c e f g h i k m n o p q r s t v w x y z

A

a - Organic material which is highly decomposed.

b - A buried soil layer.

c - Concretions cemented by materials harder than lime.

e - Organic material at a transitional stage of decomposition.

f - Frozen ground.

g - A waterlogged (gleyed) layer.

h - An accumulation of illuvial humus.

i - Slightly decomposed organic matter.

k - An accumulation of calcium carbonate.

m - An indurated layer, or hardpan, due to silication or calcification.

n - Accumulation of sodium as an exchangeable ion.

o - Accumulation of residual sesquioxides.

p - A layer disturbed by plowing.

q - Accumulation of silica.

r - Weathered bedrock.

s - An accumulation of illuvial iron.

t - An accumulation of illuvial clay.

v - Plinthite.

w - Color development where illuvial material is absent.

x - A fragipan.

y - An accumulation of gypsum.

z - An accumulation of soluble salts.

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11
Q

An individual soil is characterized by a unique (a). A (a) is a vertical section (cross section) of the soil exposing all of its horizons. Soil development or (b) is a (c) process.

A (d) is a layer of soil or soil material approximately parallel to the land surface and differing from adjacent horizons in physical, chemical, and biological properties.

The parent material is made up of (e).

A (f) consists of a (g), while a (h) is an (j).

The influence of the (i) is quite evident in young soils and becomes blurred by time. (k) are likely to reflect the properties of the rocks and minerals from which they were derived.

A

a. soil profile
b. soil genesis
c. continuous but slow
d. soil horizon
e. partly weathered rocks and minerals
f. mineral
g. chemical combination of elements
h. rock
j. aggregate of minerals
i. mineral composition of parent materials
k. “Young” soils

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12
Q

There are three major classes of rocks. These are the (a).

Igneous rocks are formed from (b) which, upon cooling crystallized into combinations of various primary minerals. They are the most abundant class of rocks in the (c).

Sedimentary rocks are derived from (d). This group of rocks is the most abundant on the (e).

Metamorphic rocks (f). The transformation process occurred while (g).

A

a. “Young” soils
b. molten magma
c. earth’s crust
d. earlier generation of rocks that have been subjected to the geological processes of weathering, transportation, and deposition
e. earth’s surface
f. originated from geochemical alteration of igneous and sedimentary rocks
g. in solid state, by heat, pressure and chemically active fluids

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13
Q

(a): a soil layer parallel to the earth’s surface. (a) are exposed in (b). Horizons are distinguished on the basis of their (c) properties. Examples of distinguishing properties: 12

A

a. Soil horizon
b. soil profiles
c. physical, chemical, and biological

Examples of distinguishing properties:
- depth
- texture
- structure
- PH
- color
- consistency (degree of cohesion)
- boundary between horizons (abrupt, wavy, diffuse, irregular)
- presence of mottles (spots or blotches of different color and size interspersed with the regular color)
- concretions (grains or pellets that are cemented often by calcium carbonate or iron oxide)
- iron content
- organic matter content
- cation exchange capacity

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14
Q

One capital letter is used to designate (a) and two are used for (b). Lowercase subscripts are used to (c) and to designate (d). Master horizons with (e) keep the (f); for example A1, A2, Bt1, Bt2.

The ability to correctly name soil horizons requires that the person be (g). The detective part requires that the person uses all the (h) to correctly determine the (i). Then the person puts all the clues together to make their interpretation of what they are seeing.

Not all soil scientists will write the exact same soil profile description, because their previous experiences will have been different, just like all artists will not paint the same picture when looking at the same landscape scene. However, you will see very similar descriptions, that could be duplicated by another scientist.

As you start gaining experience with naming the horizons for soil profiles, you will become more adept at correctly using all of the clues to write a correct (j)

A

a. master horizons (A, B, C)
b. transitional horizons (AB, BC)
c. subdivide master and transitional horizons (Bt, Ap)
d. important horizon properties
e. two or more subordinate horizons
f. identical letter identification and are numbered consecutively
g. part “detective” and part “artist”
h. soil morphological clues (color, texture, structure, etc.)
i. influence of the soil forming factors and the pedogenic process that have acted on the parent material
j. “Soil Profile Description.”

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15
Q

Surface soil horizons are mainly influenced by the addition of (a). The (a) that is added to a soil will first be undecomposed. Gradually (b) in the soil will begin to decompose the litter until the original material is no longer recognizable. Eventually the organic matter is converted into (c).

A

a. organic matter
b. organisms
c. humus so it becomes colloidal in size and it coats the mineral particles of the soil

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16
Q

(a) are all organic matter and are mainly found in (b) where the yearly addition of leaves builds up a layer of undecomposed leaves. In fact, the (a) contains very (c).

The (d), would be mainly undecomposed plant parts. The (e) would be of moderate decomposition, and the (f) would be almost completely decomposed.

Besides being in the leaf litter of forested soils, (a) can also be found in the (g).

A

a. O-horizons
b. forest soils
c. little mineral soil
d. i subscript, or Oi horizons
e. Oe horizon
f. Oa horizon
g. peat bogs of swamps and wetlands

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17
Q

The (a) is a mineral horizon that is (b) due to the incorporation of decomposed organic matter, which (c). In general, the (d). Soils that developed under grassland will have (e) organic matter in the A horizon for a depth of (f). When an A horizon is plowed, it is called an (g).

A

a. A horizon
b. dark in color
c. coats the mineral soil particles with colloidal size organic matter
d. darker the mineral soil, the greater the percent organic matter.
e. 4 to 5%
f. 25 cm or more
g. Ap horizon

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18
Q

The (a) is a transition horizon that has characteristics like the A and B, but more like the A; thus, it is called an (a).

(b) develop due to (c). These are zones of (d) or changes in the parent material where (e).

A

a. AB horizon
b. Subsurface horizons
c. translocation, transformations and losses
d. accumulations
e. color or structure develop

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19
Q

The (a) develops when materials are (b) out of a zone in the soil. The effect of this is to remove the (c) out of this zone, which causes it to be (d) than the horizons above or below it. (a) are found mainly in (e). This horizon is called a (f). Not all soils have (a).

A

a. E horizon
b. eluviated
c. organic matter and iron
d. lighter in color
e. forested soils
f. zone of eluviation

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20
Q

Below the E horizon or A horizons, there are (a). These are called (b). This kind of B horizon is called a (c), and is a zone of (d) that moved from overlying horizons.

In some (e) where there is not very much clay, the significant translocation of (f) takes place very rapidly. Often the vegetation is an (g) that contributes a very acid O layer. Heavy leaching accompanying the movement of organic acid induced E horizon development. The development of (h) is often accompanied by the development of the (i). The (i) is often (j) in color and easily recognized in the field.

Another example of a B horizon is where the soil has a (k) of illuviation. However, the soil undergoes significant transformations and develops (l) or parent material. This is called a (m).

The (m) does not have enough (n), but is different from the parent material. The (o) is a zone of accumulation, but instead of clay, (p) is accumulating - k. (p) can be identified in a soil profile because it is very (q) and reacts with a (r) as a gas or the soil “bubbles”. The parent material for this soil is high in (p).

The solum describes all horizons (s).

A

a. zones of illuviation or accumulations
b. B horizons
c. Bt
d. illuviation of clay particles
e. acid sandy soils
f. iron, humus and aluminum
g. evergreen forest
h. E horizon
i. zone of illuviation which is labeled as Bhs horizon (h for humus and s for iron and aluminum)
j. dark red
k. minimal amount
l. different color and structure from the C horizon
m. Bw horizon
n. clay accumulation to be a Bl
o. Bk horizon
p. calcium carbonate (CaCO3)
q. light in color
r. 10% solution of HCI to give off CO2
s. above C horizon (or the zone of pedogenic activity)

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21
Q

(a) are outside the zone of (b). (a) are little altered by the soil forming processes. (a) are referred to as the (c) of the soil.

Soil scientists use their scientific knowledge of the soil and their grasp of soil forming factors to “describe” the soil in the field. There is considerable “art” in describing soils or the interpretation of all the facts to arrive at a depiction of the soil. Artists over the years have used their visual skills to “depict” the soil.

A

a. C horizons
b. “pedogenesis” (soil development)
c. parent material

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22
Q

Typical horizon characteristics:

O HORIZON

A HORIZON

E HORIZON

B HORIZON

C HORIZON

R HORIZON

A

O HORIZON Surface litter - fallen leaves and partially decomposed organic debris

A HORIZON Topsoil - organic matter (humus), living organisms. inorganic minerais

E HORIZON Zone of leaching - dissolved or suspended materials move downward

B HORIZON Subsoil - accumulation of iron, aluminum, humic compounds, and clay leached down from the A and E horizons

C HORIZON Weathered parent material - partially broken-down inorganic minerals

R HORIZON Bedrock - Impenetrable layer

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23
Q

(a) are identified by several types of analysis (b) that require special instruments. They can also be identified by a careful study of their (c) which does not use special equipment. These properties include:

7

TGCFA OQTCD

A

a. Minerals
b. (petrographic, X-ray, chemical)
c. physical properties

These properties include:
- cleavage (splitting along definite planes)
- fracture (breaking irregularly)
- color
- streak (“chalk mark” when rubbed against unglazed porcelain)
- luster (reflection of ordinary light from its surfaces)
- specific gravity (ratio of the weight of the substance to that of an equal volume of water)
- hardness (based on an order of increasing hardness from 1 to 10)

1-talc
2- gypsum
3-calcite
4-fluorite
5-apatite
6-orthoclase
7-quartz
8- topaz
9-corundum
10-diamond

24
Q

The (a) of soils is determined by the relative proportion of (b).

There are (c) textural classes of soils and these range from the (d).

(a) determines other soil properties such as (e), etc.

(a) can be approximated by (f) (rubbing a handful of moist soil), or by (g) (kneading a moistened soil samples into a soil wire/rod and molding it into a ring) and more precisely by the (h).

The (h) is based on the principle that (i) as shown by (j), where V is the (k), D is the (l) and K is a (m).

A

a. texture
b. sand (2.0 mm-0.05 mm), silt (0.05 mm-0.002 mm) and clay (<0.002 mm)
c. 12
d. fine-textured (clayey) to medium-textured (loamy) and coarse-textured (sandy) soils
e. porosity, ease of water movement (hydraulic conductivity), water holding capacity, internal drainage, tillage property, nutrient retention
f. “feel method”
g. “roll method”
h. hydrometer method (or by pipette method)
i. when in water suspension sand, silt and clay particles can be separated because of the difference in their settling velocity
j. Stokes’ Law: V=KD²
k. velocity of settling
l. diameter of soil particle
m. constant to correct for the effect of temperature

25
A. Soil texture determination by hydrometer method (Group Work) The procedure involved in this method is described below in a (a) (steps 1 to 12). The whole procedure takes about (b) to perform, hence, a number of the steps has been done for you so that you can finish the work within the laboratory period. The method also involves taking (c) readings; the first one is at (d) after mixing the suspension and the second after (e). You should switch these steps, that is, do first the (e) reading before, the (d) reading. Steps (f) were already done for you. Since step 6 was done 6 hours earlier, then you must begin your work with (g). Then go back to steps (h). After 8, you have already taken your raw data for calculations. You are then ready to do steps (i). Instructions for steps 1 to 12 are enumerated below. 1. Weigh accurately (j) soil sample and place it in a (k). 2. Add (l) and fill the dispersion cup with distilled water to about (m) from the top. 3. Attach the dispersing cup to the (n) and stir for (o) minutes. 4. Transfer quantitatively the suspension to a (p). Fill the cylinder up to the (q) with distilled water. 5. Prepare a (r) diluted with distilled water to the (q) of the sedimentation cylinder. 6. Mix the soil suspension thoroughly with a (s) by moving it up and down (t) to attain a (u) throughout the suspension. Remove the plunger and start timing immediately. 7. Take a hydrometer reading at (v). This is done by carefully inserting the hydrometer into the soil suspension (w) before the 40-seconds time is reached and wait for the hydrometer to (x). Take the hydrometer reading. Take the hydrometer reading also for the (y). Your instructor will demonstrate how to use the hydrometer 8. Determine the (z) of the soil suspension and that of the blank solution. Record all your data in WORKSHEET 2.1. 9. Without re-mixing the soil suspension, take another hydrometer reading after 6 hours. Similarly, take the hydrometer reading of the (y). Determine the (z) of both the soil suspension and the blank solution. 10. Compute for the (1) for each hydrometer reading of the soil suspension. The (1) is equal to the observed hydrometer reading of the blank solution (OHR) if the temperature of the soil suspension (Ts) is equal to the temperature of the blank solution (Tb). If T. is different from Tь, CF is calculated as follows: (2) The temperature of both the soil suspension and the blank solution should be in (3). 11. Compute the (4) for the soil suspension from the observed hydrometer reading (OHR) by using the following formula: (5) 12. Compute the (6) and determine the texture of the soil sample by referring to the (7) (Figure 2.1). It should be noted that the hydrometer is calibrated so that the corrected reading gives the (8) in the suspension. Since the (9), the concentration at the top portion of the suspension (10). Hence, the corrected 40-seconds hydrometer reading represents the (11) while the corrected 6-hour reading approximates the (12) in the soil suspension. It should be noted further that the 40-seconds and 6-hour hydrometer readings are specific to the (13) used in this exercise. This is based on a (14) using several soil samples. formulas: (15)
a. stepwise manner b. 7 hours c. two hydrometer d. 40-seconds e. 6 hours f. 1 to 6 g. step 9 h. 6, 7 and 8 i. 10, 11 and 12 j. 30 g of fine-textured k. dispersion cup l. 100 mL of dispersing agent m. 4 cm n. motor mixer o. ten p. sedimentation cylinder q. 1000 mL mark r. blank solution of 100 mL dispersing agent s. plunger t. 10 to 20 times u. uniform concentration v. 40-seconds following the onset of sedimentation w. 10 seconds x. float steadily y. blank solution z. temperature (°C) 1. correction factor (CF) 2. CF = OHRb + 0.36 (Тs - Тb) 3. degrees Celsius 4. corrected hydrometer reading (CHR) 5. CHRs = OHRs - CF 6. percentage of each soil separate 7. textural diagram 8. concentration (gram per 1000 mL) of soil material 9. larger soil particles fall faster than the smaller particles 10. decreases with time 11. amount of silt plus clay 12. amount of clay 13. 1000 mL cylinder and the hydrometer 14. calibration with pipette method 15. % clay = CHR at 6 hours / oven dry mass of soil sample x 100 % silt = (CHR 40 sec - CHR 6 hrs) / oven dry mass of soil sample x 100 % sand = 100 - (% silt + % clay)
26
B. Soil texture determination by field methods (Group work) (a) involves rubbing a moist soil in your palm and the characteristic "feel" of each of the soil separates is used to estimate the texture of the soil, Sand feels (b), silt is (c), while clay is (d). For your exercise, your instructor will provide you with a set of soils of known texture to enable you to get acquainted with the feel of the more common soil textures. After this, you will be asked to determine the texture of these soils using feel method. Write your observation in WORKSHEET 2.2. Soil texture determination by "roll" method (Group work). This is done to (e). Moisten about (f) and knead thoroughly until the moist soil can be shaped easily into a ball. Roll the well-kneaded soil in between your palms or against smooth surface and form a (g). Determine the textural class on the basis of the criteria shown in Appendix Table 2.1.
a. "Feel" method b. gritty c. smooth and floury d. sticky when wet and plastic when moist e. confirm feel method f. 10 g (or one teaspoonful) of pulverized soil g. soil wire and mold it into a ring
27
Appendix Table 2.1. Criteria in the "roll" method of determining soil texture. NO ROLL FORMS (a) BEGINNING OF A ROLL (b) THE ROLL IS CONTINUOUS, BUT BREAKS WHEN A RING IS FORMED (c) THE ROLL IS CONTINUOUS BUT THE RING CRACKS (d) THE ROLL IS CONTINUOUS AND IT COULD BE MOLDED INTO A RING WITHOUT CRACKING OR BREAKING (e)
a. SAND LOAMY SAND b. SANDY LOAM c. LOAM, SILT LOAM d. CLAY LOAM, SANDY CLAY LOAM, SILT Y CLAY LOAM e. SILTY CLAY, SANDY CLAY AND CLAY
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Appendix Table 2.2. Effective diameter limits and some general characteristics of the different separates (USDA classification). a - Individual particles feel (b) when soil is rubbed between the fingers, (c) when moist. d - Feels (e) when rubbed between the fingers, very (f) when moist. g - Feels (h), (i) when wet and (j) when moist; forms very (k) when dry. Particles may (l) for a very long period of time.
a. Sand (2.0-0.05 mm) b. gritty c. non-plastic or non sticky d. Silt (0.05-0.002 mm) e. smooth and floury f. slightly plastic or sticky g. Clay (less than 0.002 mm) h. smooth i. sticky j. plastic k. hard clods l. remain suspended in water
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(a) describes the clustering of soil particles into (b) (a) development can modify the effect of (c) in soils. (d) promote soil (e). (f) lowers (g). (g) value provides an indirect measure of soil (h).
a. Soil structure b. aggregates of certain size, shape and stability c. texture on air-water relations d. Organic matter, lime and other binding agents like Fe/Al oxides, clays and silica e. aggregation and aggregate stability f. Soil aggregation g. bulk density h. porosity and compaction
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A. Familiarization with soil structure You are provided with display samples of different types of soil structure. Examine the samples visually to enable you to recognize how they look like in the field. For your actual work with familiarization of soil structure, you are provided with samples from the (a) horizons. Get a small clod of each sample and slightly crush with your fingers so that it crumbles into (b). Determine the type of the (c) in each horizon. Refer to Figure 3.1. Record your observations in WORKSHEET 3.1. B. Stability of soil aggregates (class work) This part of the exercise is a demonstration for the whole class. A student/group will be assigned by the Instructor to perform the work but observation is done individually. a. Place (d) each of the two samples (e) into a (f). Submerge in water contained in a basin. b. Observe the (g) after a few minutes of submergence. Record your observations in WORKSHEET 3.2. c. After (h), lift and submerge the soils in water again for (i). Compare the amounts of (j) in the screen containers. Record your observations.
a. A and B b. aggregates c. structure d. 50 g e. (a forest soil and a cultivated soil) f. wire screen container g. disintegration of the aggregates h. 5 minutes i. 10 times j. aggregates retained
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C. Soil bulk density determination (a) Record your data in WORKSHEET 3.3. a) Measure the (b) assigned to your group. b) Compute for the (c) of the cylinder. c) Weigh the core sampler. d) Your instructor will lead you to a profile where you will obtain a core sample. e) Carefully insert the core sampler into the profile by pounding it with a (d) until you reach the desired depth. f) Retrieve your core sample and prepare it for processing. g) Remove excess soil from the outer casing of your core sampler (e). h) Weigh the core sample. i) Oven-dry the core sample (f). j) Weigh the oven-dried core sample. k) Calculate bulk density of the core sample. (g) - formula
a. Core Method b. height and diameter (inner) of the cylindrical core sampler c. volume d. hammer with the aid of a driver e. using a knife f. overnight-24 hrs g. Pb = Ms / Vt Where, Ms = the oven dry mass of soil, g Vt = the total volume of soil, cm ^ Pb = bulk density, g / cm ^ 3
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D. Soil particle density determination Record your data on WORKSHEET 3.4. 1. Weigh accurately the (a). 2. Place (b) sample in the flask. Get (c). The (d) of the soil will be given by your instructor. 3. Fill the flask to about (e) distilled water. Shake gently and intermittently for about (f) to remove the entrapped air. Fill to the (g) with distilled water. 4. Clean and dry the outside of the flask and weigh. 5. Compute the (h) of the soil based on the moisture content. Use the formula for computing (i) 6. Compute the (j) This is equal to the (k). Total volume of water is the (l). See the illustration below for reference. (m) The total volume of water is numerically equal to the (n) since density of water is (o). 7. Compute the particle density of the soil. (p) E. Percent pore space (calculation from bulk density and particle density values) (q)
a. 100 ml volumetric flask b. 30 g soil c. total mass of flask and soil d. moisture content e. half-full with boiled f. twenty to thirty (20-30) minutes g. 100 mL mark h. oven dry mass i. Ms j. volume of soil solids (Vs) k. volume of the volumetric flask (100cm ^ 3) minus the total volume of water l. combined volume of the water in the soil Vm plus the volume of water added to the flask m. Vw + Vs + volume of water added = 100 cm³ n. weight of all the water in the flask ( Mw + mass of added water) o. 1g / cm ^ 3 p. Ps = Ms / Vs Where, Ps = particle density of the soil, g / cm ^ 3 Ms = mass of solids, g Vs = volume of solids, g q. % E = (1 - (Pb/Ps)) * 100 Where, % E = percent porosity Pb = bulk density of the soil, g / cm ^ 3 Ps = particle density of the soil, g / cm ^ 3
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F. Influence of soil structure on water movement (infiltration and percolation) through a soil column (Class Work) 1. Following the illustration in Figure 3.2, pack about (a) in two separate (b) and each fitted with a (c) at the bottom end. 2. Place a (d) at the base of the iron stand or the table top for each of the (e) to collect the water that will be added. Pour simultaneously the same (f) into the top portion of the soil columns. 3. Take note of the length of time it takes for the water to drop into the beaker. Record your data in WORKSHEET 3.5.
a. 12 cm of air-dry soil b. glass cylinders clamped to an iron stand c. cheesecloth d. beaker e. three soil columns f. volume of tap water (approx. 60 mL)
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The (a) of an object refers to the ratio of its mass to its volume. For a given amount of soil, the (b); i.e., moisture-free soil dried in the oven at (c). For volume, two values are possible: (d) and (e) Hence, soils can be described by two densities depending on which of the two volumes is used, that is, (f). Note that (g) excluded in (Ps) calculation. Mathematically, Pb and Ps are defined as: (h)
a. density (P) b. mass (Ms) is its oven-dry mass c. 105 deg * C for at least 24 hours d. (1) particle volume which is the volume of soil particles or soil solids alone (Vs) e. (2) total or bulk volume which is the total volume of soil solids and pores spaces (Vt) f. particle density (Ps) if Vs is used and bulk density (Pb) if Vb used g. volume of pore space (Vs) h. Pb = Ms/Vt and Ps = Ms/Vs
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Bulk Density and Particle Density Computation In the field, (a) of a certain soil will appear as: To calculate the bulk density of the soil: Total volume of soil: 1cm ^ 3 Mass: 1.33 g (b) If all the solids were (c), the cube would look like this: (d) To calculate the particle density of the soil: Volume of solids: (e) Mass: 1.33 g (f)
a. one cubic centimeter b. Pb = Ms/Vt = (1.33g)/(1cm ^ 3) = 1.33g / cm ^ 3 c. compressed to the bottom d. 1/2 PORE SPACES & 1/2 SOLIDS e. 0.5cm ^ 3 f. Ps = Ms/Vs = (1.33g)/(0.5cm ^ 3) = 2.66g / cm ^ 3
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(a) are two important parameters used to study of various properties of soils. (b) is affected by the (c) contents of the soil but for (d) soils, Ps is more or less (e) since (f). For mineral soils, Ps generally considered to be (g) In contrast, bulk density may change easily. Changes in (h), would change the bulk density of soils. Soil (i) greatly influence soil bulk density
a. Particle density and bulk density b. Particle density c. mineral and organic matter d. mineral e. constant f. volume of particles is incompressible g. 2.65g / cm ^ 3 or 2.65mg / (m ^ 3) h. porosity and disturbances of the soil structure like improper tillage operation, soil compaction and decrease in organic matter content i. structure and texture
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(a) is the fraction of the soil volume occupied by air and water. (b) is the term used to signify the extent of (a) expressed as (c). It is expressed as (formula- d) The porosity of a soil may be determined directly by various procedures. However, most of these techniques are tedious and time-consuming. It is conveniently calculated from the data of (e) using the following formula: (f)
a. Pore space b. Porosity (E) c. percentage of the bulk volume of the soil d. % E = Vs/Vb * 100 e. particle density and bulk density f. % E = (1 - (Pb/Ps)) * 100
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(a) b- No aggregation or orderly arrangement c - Poorly formed nondurable, indistinct peds that break into mixture of a few entire and many broken peds and unaggregated materials d - well formed, moderately durable peds, indistinct in undisturbed soil that break into many entire and some broken peds but little unaggregated material e -Well-formed, durable, distinct peds, weakly attached to each other that break almost completely into entire peds.
a. GRADE (Distinctness and durability of peds) b. Structureless c. Weak d. Moderate e. Strong
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(a) constitutes the primary source of water for terrestrial plants. It is important that the soil store adequate amount of water and release it to the crop with (b) whenever the crop needs it. The amount of water that the soil can store and the ease of its movement are governed by soil properties such as (c). The availability of water to plants is determined by various forces expressed as soil (d) which classifies water as (e). (f) is an estimate of the (g) limit of the available moisture range and (h) for the (i) limit. Soil moisture content may be expressed as (j). It may also be expressed as (k), in the same manner as the (l) is expressed. (m) in the soil is influenced by various forces and soil properties. (n) is largely governed by capillary forces while (o) is mainly by (p) forces. (q) is the downward entry of water via the soil surface while (r) through the soil. Soil (s) determine the extent of influence of these forces.
a. Soil moisture b. reasonable ease c. texture, structure and amount and size of pores (micropores and macropores) d. moisture tension (SMT) e. hygroscopic water, water at permanent wilting point (15 bar), water at field capacity (1/3 bar), water at saturation, available water and gravitational or drainage water f. Field capacity (FC) g. upper h. permanent wilting point (PWP) i. lower j. percentage of the oven-dry (moisture free) mass (percent by mass, %0m), percentage of the bulk (total) volume (percent by volume %0v) or percentage of the total volume of pore space (degree of saturation) of the soil k. depth of water l. amount of rainfall m. Water movement n. Upward movement or capillary rise o. downward movement via infiltration and percolation p. gravitational q. gravitational r. percolation s. texture, structure, porosity, and bulk density
40
A. Estimation of field capacity (upper limit of available moisture range) through gravimetric method 1. Soil sample in a (a) was previously (b) with water and allowed to drain. Get about (c) of soil from the plastic cup and place it in a previously weighed (d). 2. Weigh the moisture can with the soil and label it with your (e). 3. Put the sample carefully, so as not to spill any of the contents, in the laboratory oven for (f). The temperature of the oven should be kept between (g). 4. Remove the sample from the oven, cover it and allow it to cool in a (h). 5. Calculate the moisture content as percent by mass using the formula below: (i) 6. Calculate the percent moisture by volume (please refer to the bulk density values presented in WORKSHEET 4.1 and the water to have a density of (j) ) using the formula below:(k) 7. Record all your data on WORKSHEET 4.1.
a. plastic cup b. saturated c. three spoonful d. moisture can e. group number and laboratory section f. at least 24 hours g. 105-110°C h. desiccator i. % 0m = (Mw/Ms) * 100 = ((Mt - Ms)/Ms) * 100 Where, % 0m = percent moisture content by mass Ms =oven dry mass of soil solids Mw = mass of water Mt = of fresh soil sample j. 1g / c * m ^ 3 k. % 0v = % 0m * (Pb/Pw) where,% 0v = percent moisture content by volume % 0m = percent moisture content by mass Pb = density of the soil Pw = density of water
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B. Influence of soil texture on infiltration/percolation and water holding capacity 1. Pack about (a) of soil in a (b), clamped in an (c) and fitted with (d) at the bottom end. 2. Place a (e) at the base of the iron stand to collect water that will flow through the (f). 3. Pour (g) into the soil column and start timing immediately. Record the time it takes for the first drop of water to appear on the beaker. 4. Record the volume of water collected in the beaker. 5. Record all your data on WORKSHEET 4.2.
a. three centimeters (3 cm) b. glass tube c. iron stand d. cheesecloth e. beaker f. soil column g. thirty milliliters (30 mL) of tap water
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C. Use of (a) curves. (b) curves of (c) soils are Illustrated in Figure 4.2. The figure shows the (d) of the two soil types with (e). Use this figure to determine the (f) for both soils at (g). Compute and compare the available moisture ranges of the two soils expressed on a mass basis. Record all your data on WORKSHEET 4.3. If the soil moisture tension for each of the soil is (h), calculate the (i) for the soils to reach field capacity. The faculty-in-charge will provide the depth of soil to be used for the computation. Record all your data on WORKSHEET 4.4.
a. water retention curves or soil moisture release b. Gravimetric water retention c. sand and clay loam d. percentage of soil water e. increasing suctions f. moisture content by mass g. field capacity and permanent wilting point h. 2 bars i. irrigation water needed (in cm/depth of soil)
43
D. Investigation of capillary rise of water. 1. The faculty-in-charge will demonstrate the concept of (a) forces using a capillary tube. 2. Perform procedure number (b) using (c) on two separate (d). 3. Following the illustration in Figure 4.1, pack about (e) in a (d), clamped to an (f) and fitted with (g) at the bottom. 4. Submerge the bottom end of the cylinder in a (h). 5. Measure the rise of water from the bottom after (i) 6. Write your data on WORKSHEET 4.5.
a. adhesion and cohesion b. 3 to 6 c. clay loam soil and sand d. glass cylinder tubes e. 28 cm of air-dried soil f. iron stand g. cheese cloth h. beaker filled with 50 mL water i. 20, 40, and 60 minutes
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(a) When liquid water is stored or retained in a soil, the (b). Such reduction in freedom of motion is commonly expressed in terms of (c). (d) becomes larger when the amount of (e). Hence, the ease with which stored or retained water may be released from a soil (f). The nature of moisture release from a soil is depicted by its (g) which is a graph showing the relationship between (h).
a. Soil moisture tension b. freedom of motion of the water is reduced c. tension or suction d. Tension e. water stored or retained is smaller f. decreases with decreasing soil moisture content (increasing soil moisture tension or suction) g. moisture-release curve h. moisture content and moisture tension of the soil, and the characteristic of the soil itself
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(a) The amount of liquid water that a quantity of soil can store and subsequently release readily for use by the plant varies (b) present in the soil. Such pore spaces are commonly taken as those with effective diameter range of (c). Pore spaces that are wider than (d), and, hence, would not have significant role in (e) water. Those that are (f) and hence, would not contribute much either in (g) water to the plant. The total amount of the medium-sized pore spaces in a soil is commonly referred to as the (h) of the soil. The moisture content of the soil when all of its pore spaces except those that are (i) are completely filled with water is taken as the (j) of the soil. (k) is considered (l) or the upper limit of available moisture; while (m) or the lower limit of available moisture. It is best to maintain the soil moisture content within the (n) of the plants as close as possible to the (o) limit of the available moisture range. The amount of water to be drained from or added to the soil is proportional to the (p).
a. Available moisture b. directly with the total amount of the pore spaces of medium size c. 0.2-10 micrometers, um or 0.0002-0.01millimeters, mm d. 10 µm normally drain water readily e. retaining f. narrower than 0.2 micron, release the retained water too slowly g. supplying h. available moisture capacity or available moisture range i. wider than 10 microns j. upper limit of the available moisture range k. Soil moisture tension (SMT) of 1/3 Bar or Atmosphere l. field capacity (FC) m. 15 Bar or Atmosphere is permanent wilting point (PWP) n. root zone o. upper p. difference between the prevailing moisture content and upper limit of the available moisture range of the soil in the root zone
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Infiltration/Percolation Moisture in the soil is normally replenished through the soil surface by (a). (b) is the process by which water that is supplied at the soil surface enters the soil. When it moves towards greater depth in the soil profile it is called (c). (d) are among the important factors determining infiltration and percolation rates. For example, infiltration is easily retarded as a result of (e). Similarly, the (f) near the soil surface can easily reduce infiltration and percolation and bring about formation of (g) of the plant following heavy rain or irrigation.
a. rain or irrigation b. Infiltration c. percolation d. Texture and structural condition of the soil profile e. aggregate breakdown when the soil at the surface has low aggregate stability f. presence of dense clay pan or hard pan g. perched water table within the root zone
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(a) is the ability of a liquid to flow against (b), where liquid spontaneously rises in a narrow space such as a (c) (Appendix Figure A). The (d). The (e) is widely employed in human blood sampling using capillary tubes. In the soil, water rises above a (f), making water available to plant roots (Appendix Figure B). (g) can be imagined as network of capillary tubes, interconnected with one another. But this network of pores is complex because they vary in (h).
a. Capillarity b. gravity c. thin glass tube or capillary tube d. smaller the diameter of the capillary tube, the higher is the rise of the liquid e. principle of capillarity f. water table g. Soil pores h. sizes, lengths, shapes, and configurations
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The seat of the various chemical reactions in soils are the minute particles called (a) which are (b) in size. The (a) particles in soils include the (c) and (d) which are composed of various (e), etc. The chemical reactivity of colloids is due to their (f) which arises from their (g). Various properties and behavior of soils such as (h) may be attributed to their differences in the (i).
a. colloids b. less than 0.001 mm c. organic (humus) d. inorganic colloids e. clay types such as kaolinite, montmorillonite, vermiculite, illite f. large specific surface area (area per unit amount of colloid) g. extremely small particle size, and to the presence of electric charges, both positive and negative h. retention of nutrients; swelling and shrinking; and stickiness i. amount and type of dominant colloids
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A. Proof for the presence of charges on soil colloids (Group Work) 1. In one test tube place about (a) of soil and add (b) solution. The color of this dye is due to a (c), which is (d). 2. In another test tube, place about (a) of soil and add (e) solution. The color of this dye is due to a (c), which is (f). 3. Place a (g) on the test tubes, shake vigorously, and let stand for few minutes. 4. Record your observations in WORKSHEET 5.1.
a. ½ inch high b. 5 mL of Gentian Violet c. large organic ion d. positively charged e. 5 mL of Eosin Red f. negatively charged g. stopper
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B. Swelling of colloidal clays (Class work) 1. Place a (a) in each of the (b). 2. Pack each (a) evenly with (c) (Soil A. Soil B, and (d) as check). Soils A and B are both (e), but Soil A is (f) while B is (g). (Names of the soils will be given by your Instructor). 3. Using a (h), add water gradually to the bottom of the petri dish until the soils are (i). 4. After (j), compare their relative (k), if any, and write your observations in WORKSHEET 5.2.
a. plastic ring b. three petri dishes c. equal volumes of three different fine meshed soils d. sand e. clayey f. montmorillonitic g. kaolinitic h. wash bottle i. fully saturated j. 30 minutes k. degree of swelling
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C. (a) Get a small amount of each soil sample used in IVB and rub between your fingers. Rate their relative (a) and enter your rating in WORKSHEET 5.2 D.1. Organic matter (OM) extraction (Group work) 1. Weigh (b) each of (c) soils. 2. Transfer the soil samples to (d). Saturate with (e). 3. Add (f) solution. Swirl several times. Allow the suspension to stand for about (g). 4. Filter the (h). 5. Compare the intensity of black or brown color of the extracts. The (i). Record your observations in WORKSHEET 5.3 6. Use the extracts for the next procedure (D.2). D.2. Effect of cations on flocculation of organic colloids 1. Transfer (j) collected from D.1 into a (k). 2. Add (l). Place a (m), shake and allow to stand for a few minutes. Observe what will happen and record your observations in WORKSHEET 5.4.
a. stickiness b. 2 g c. forest and cultivated d. 125-mL Erlenmeyer flask e. 0.5 mL 15% HCI f. 20 mL 0.3N NaOH g. five minutes h. supernatant i. darker the extract, the higher is the soil organic matter j. 5 mL of the NaOH extract (Na-Saturated) k. test tube l. half a scoop of powdered Ca(OH)2 m. stopper
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E. Dispersion vs. flocculation of clay colloids A colloidal suspension of a (a) in which (b) is the principal adsorbed cation has been prepared for you. This was done by treating (c) of the soil with (d) and diluting the mixture with distilled water to (e). 1. Get about (f) of the colloidal suspension. 2. Fold and fit a (g) and pour the (h) suspension into the filter paper. Catch the filtrate in a (i). 3. Get another (f) of the colloidal suspension and add small amount of (j). Shake and allow to stand for a few minutes. Filter the suspension. Observe what happened to the soil suspension. Write your observations in WORKSHEET 5.5.
a. clay loam soil b. sodium c. 2 g d. 4 mL of 0.3 N NaOH e. 100 mL f. 10 mL g. filter paper in a funnel h. 10 mL i. test tube j. Ca(OH)2 powder
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Soil colloids actually consist of (a). Structurally, clay colloids can be grouped into (b). Based on chemical composition each group is divided further into (c). The clay colloids are broadly grouped into: (d). The crystalline silicate clays are composed of (e) of various types depending on the ratio of (f). The various types and respective names of common samples are as follows: (g. 5). Each type does not occur in (h) of soil.
a. clay colloids (also called inorganic colloids) and organic colloids b. crystalline and amorphous (non-crystalline) c. silicates and nonsilicates or iron/aluminum hydrous oxides (briefly termed as Fe/Al oxides or sesquioxides) d. crystalline silicates, crystalline Fe/Al oxides, amorphous silicates and amorphous Fe/Al oxides e. sheet-structured aluminosilicates f. silica sheet to alumina sheet in the crystal structure g. 1:1 type (kaolinite and halloysite), 2:1 expanding type or smectites (montmorillonite), 2:1 limited expansion type (vermiculites), 2:1 nonexpanding type (illites), and 2:1:1 type (chlorite) h. pure form in the clay fraction
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cont. Amorphous silicates are represented by (a) while amorphous nonsilicates occur as (b). In the Philippines, amorphous silicates are usually associated with (c). Properties of inorganic soils generally depend on the kind of (d). For instance, (e) exhibit high swelling and shrinking capacities upon wetting and drying. In contrast, (f) exhibit relatively low shrink-swell capacity. Organic colloids are also (g) of soils. The biological decomposition of organic residues in the soil yields (h) as well as (i) which are relatively stable to further biological action. Such organic complexes occurring in colloidal form constitute (j).
a. allophane and imogolite b. amorphous hydrous oxides of Fe/Al c. relatively young soils derived from volcanic ash and characteristically containing high organic matter d. dominant clay mineral present e. montmorillonitic clayey soils f. kaolinitic clayey soils g. inherent constituents h. simple products (CO2, H2CO3, simple organic acids, mineral nutrients, etc.) i. complex, high molecular weight organic products (commonly called humus or soil organic matter) j. organic colloids
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Cations such as (a) are constantly being (b) between the (c). The sum of adsorbed cations expressed in (d) is termed as (e). Cation exchange in soils is (f). The CEC of soils (g) with increasing (h)
a. NH4^+, K^+, Na^+, H^+, Ca^2+, Mg^2+, Al^3+ b. adsorbed and exchanged c. soil colloids and the surrounding soil solution and roots d. mEq/100 g soil or cmol/kg soil e. cation exchange capacity (CEC) f. instantaneous, reversible and stoichiometric g. increases h. amount of clay and organic matter
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A Detection of cation exchange 1. Weigh (a) of the soil assigned to your group. 2. Transfer the weighed sample into a (b) fitted with (c). 3. Leach the soil in the funnel with (d). Catch the leachate in another (e). 4. Test the leachate for (f) by treating it with (g). (The amount of calcium is indicated by (h)). 5. Leach the same soil in the funnel with (i) solution; catch the leachate in another (e). 6. Test the leachate for calcium as in step 4. 7. Compare the relative amount of calcium from step 4 and step 6. Use low, medium, or high for rating the amount of (j). Write your observations in WORKSHEET 6.1. The leachate in step 4 contains (k) while leachate in step 6 contains (l) if the (m) naturally adsorbed by the soil.
a. 5 g b. funnel c. filter paper d. 20 mL distilled water e. test tube f. calcium g. 2-3 drops of 10% ammonium oxalate h. degree of cloudiness i. 15 mL of 1 N KCI j. calcium precipitate in the leachate k. water-soluble calcium l. exchangeable calcium m. potassium in the KCI solution was able to replace calcium
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B.1. Influence of soil texture on CEC 1. Weigh (a) each of the soil assigned to your group and place it in a (b). 2. Add (c) solution and stir for about (d). 3. Filter and catch the filtrate in a clean (e). 4. Place in three separate clean (e): a. (f) from the soil sample b. (g) solution c. (h) 5. Add (i) solution to each test tube. (j) each test tube and shake. 6. (k) will form a (l) with the (m) which settles at the bottom. Compare the amount of yellow precipitate from the soil using a rating of: none, slight, moderate and high. Record your observations in WORKSHEET 6.2. B.2. Influence of OM content on CEC 1. Place about (n) of (o) in separate (e). 2. To each test tube, add (p) solution. Shake the test tubes with equal vigor and let stand for few minutes. 3. Rate the intensity of (q) of the supernatant. Record your observations in WORKSHEET 6.3.
a. 5 g b. 250 mL Erlenmeyer flask or beaker c. 10 mL 0.02 N BaCl2 (barium chloride) d. 3 minutes e. test tube f. 3 mL of the filtrate g. 3 mL of the unreacted 0.02 N BaCl2 h. 3 mL of distilled water i. 6 drops of saturated potassium dichromate (K2Cr2O7) j. Stopper k. Ba2+(aq) l. yellow precipitate m. Cr2O72 ion n. 1/2 inch high o. sand and forest soil p. 5 mL of Gentian Violet q. violet color