Lab 1
docx
keyboard_arrow_up
School
University of Toronto, Scarborough *
*We aren’t endorsed by this school
Course
B05
Subject
Geology
Date
Dec 6, 2023
Type
docx
Pages
5
Uploaded by sindhuhu
Principles of Soil Science
Practical 1
Part 1:
Sample 1
Sample 2
Total weight of oven-dried soil (in grams)
72.4 g
55.1 g
40 second hydrometer readings:
Reading #1
4 g
21 g
Reading #2
3 g
20.5 g
Reading #3
3.5 g
19.5 g
Reading #4
3 g
20 g
Reading #5
3.5 g
20 g
Average
of 40 second hydrometer readings
3.4 g
20.2 g
Temperature of suspension at 40 second
readings (
C)
24
C
24.5
C
Corrected 40 second hydrometer reading
(grams)
24 – 18 = 6
6 * 0.25 = 1.5
3.4 + 1.5 =
4.9 g
24.5 – 18 = 6.5
6.5 * 0.25 = 1.625
1.625 + 20.2 =
21.83 g
2-hour hydrometer readings
1.5 g
3 g
Temperature of suspension at 2 hour reading
(
C)
24
C
24.5
C
Corrected 2-hour hydrometer reading (grams)
24 – 18 = 6
6 * 0.25 = 1.5
1.5 + 1.5 =
3 g
24.5 – 18 = 6.5
6.5 * 0.25 = 1.625
1.625 + 3 =
4.63 g
Amount of sand (grams)
72.4g – 4.9g
= 67.5 g
55.1g – 21.83g
= 33.27 g
Percentage of sand
(67.5g/72.4g) * 100 =
93.23 %
(33.27g/55.1g) * 100
= 60.38 %
Percentage of clay
(3g/72.4g) * 100
= 4.14 %
(4.63g/55.1g) * 100
= 8.40 %
Percentage of silt
100 % - (93.23% +
4.14%) = 2.63 %
100% - (60.38% + 8.40%)
= 31.22 %
Question 1:
The calculations for the percentage of sand, silt and clay are shown above in the table.
The textural class of
soil sample 1
in conjunction with a soil textural triangle is primarily sand
with 93.23 % of sand. There was 4.14 percent of clay and 2.63 % of silt.
The calculations for the percentage of sand, silt and clay are shown above in the table.
The textural class of soil
sample 2
in conjunction with a soil textural triangle is a sandy loam
with 60.38 % of sand. There was 8.40 % of clay and 31.22 % of silt. The silt component in this
soil was a lot more than sample 1.
Question 2:
Horizon A is a more weathered layer and contains a lot of organic matter usually so this
would be classified to have more organic matter overall. This is primarily because it’s the top
horizon and has all the dead plants and small animals decompose on it over time. This gives
horizon A a darker color than other soils.
Sample 2 was a bit darker so I would assume that it was horizon A as it was also sticking
to the gloves when touched. Sample 2 has a lot more silt and clay than sample 1 which is why
its classified as a sandy loam. This means that the pore spaces in sample 2 are much closer to
one another than in sample 1 and so it has led water holding capacity which is why it sank to
the bottom of the cylinder during the experiment a lot quicker too. Sample 1 on the other hand,
would not have as much or almost no organic matter as it’s a lot lighter in color.
Things like the organic matter present in the soils, stays in the soil during the experiment
as it’s a part of the soil and so it would definitely interfere with the analysis and influence the
hydrometer readings.
Question 3:
Sample 1:
Sand
Aeration
Very good
Water holding capacity
Low
Rate of infiltration
High
Sample 2:
Sandy Loam
Aeration
Good
Water holding capacity
Moderate
Rate of infiltration
Moderate
Both samples have a good amount of sand present, especially sample 1 so there is a lot of space
for air particles to pass through. This causes both samples to have high aeration. Sample 1 does
have higher aeration than sample 2.
Sample 1 has mostly sand and so bigger pore spaces which allows water to move right through.
This makes it so that it has a very poor water holding capacity. Sample 2 however has a lot more
silt present in it which causes it to have smaller pores which can actually hold a bit of water
hence why a moderate water holding capacity. This directly relates to infiltration rate. For sands,
it’s really high whereas for silts and clays with smaller pores, the infiltration rate tends to be
lower.
EESB05: Practical 1
Part 2:
Sample 1
Sample 2
Container weight (grams)
12.69 g
12.69 g
Sample + container weight (grams) before oven
468.2 g
432.8 g
Sample + container weight (grams) after oven
447.2 g
386.6 g
Weight of wet soil (grams)
468.2g – 12.69g =
455.51 g
432.8g – 12.69g =
420.11 g
Weight of oven dry soil (grams)
447.2g – 12.69g =
434.51 g
386.6g – 12.69g =
373.9 g
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
- Access to all documents
- Unlimited textbook solutions
- 24/7 expert homework help
Weight of empty container (grams)
12.69 g
12.69 g
Weight of container filled with water (grams)
293.1 g
293.1 g
Weight of water (grams)
280.41 g
280.41 g
Volume of container (cm
3
) = mass of water (g) /
density of water (g/cm
3
)
293.1g/ 1g/ cm
3
=
293.1 cm
3
293.1g/ 1g/ cm
3
=
293.1 cm
3
Question 1:
Mass of water (g) = mass of soil sample (g) – mass of oven dry soil sample (g)
Sample 1
Sample 2
455.51g - 434.51g = 21 g
420.11g – 373.9g = 46.21 g
Gravimetric soil water content:
Sample 1
Sample 2
Mass of water present in the soil/mass of
oven dry soil 21g/434.51g =
0.048
g water /
grams of dry soil
If we wanted to see it in percentage:
0.048 * 100 =
4.83 %
gravimetric soil
moisture content
Mass of water/mass of oven dry soil
46.21g/373.9g =
0.124
g water / grams of dry
soil
If we wanted to see it in percentage:
0.124 * 100 =
12.36 %
gravimetric soil
moisture content
Question 2:
Bulk density = weight of oven dry soil/volume of the soil (includes the volume of soil particles
and the volume of pores among soil particles) which would be the volume of the container
Sample 1
Sample 2
Volume of container = 293.1 cm
3
(calculated
in the table above)
Bulk density:
434.51g/293.1 cm
3
=
1.48 g/cm
3
Volume of container = 293.1 cm
3
(calculated
in the table above)
Bulk density:
373.9g/293.1 cm
3
=
1.28 g/cm
3
Question 3:
Bulk density is used as an indicator for how compact a sample of soil is. The higher the bulk
density, the lower the soil compaction therefore the lower the pore spaces in the soil as well.
It’s calculated as the mass of the oven dry soil which is primarily the solid soil particles in a given
volume of a soil sample or a field. Bulk density increases as depth increases, so the lower in the
ground you go, the higher the bulk density. This is because the soil underneath the surface soil
is a lot more compacted than the soil above it (due to more mass above it, etc.) and has lower
organic matter content. These factors contribute to the soils deeper to have a higher bulk
density.
As seen in the calculation above, soil sample 1 has a higher bulk density (1.48 g/cm
3
) than soil
sample 2 (1.28 g/cm
3
) and this is because sample 1 primarily consists of sand whereas sample 2
is a sandy loam. Since sample 1 is mostly sand, it has larger but a lot less pore spaces as its
loosely packed than sample 2 which has a higher silt and clay presence. In sample 2, there are a
lot more smaller silt and clay particles and therefore have a lot of smaller pore spaces between
them. Sample 1 has less pore spaces like mentioned, so it has a higher bulk density.
Question 4:
The gravimetric moisture content for soil sample 1 was calculated above:
Mass of water/mass of oven dry soil (21g/434.51g) * 100 = 4.83 % = 0.048 g water / grams of
dry soil
At max saturation, 58% of the soil is occupied by water.
From lecture notes:
Storage capacity of a
soil = field capacity – moisture content = 58% - 4.83% = 53.17%
Therefore, the storage capacity of sample 1 is 53.17% or 0.5317
Volumetric storage capacity
= storage capacity * bulk density
sample 1
= 0.5317 * 1.48
g/cm
3
= 0.79
g/cm
3
Therefore, the volumetric storage capacity for sample 1 is 0.79
g/cm
3
Depth of wetting
= amount of rain/volumetric storage capacity
The surface area doesn’t matter as 1 km
2
would be the same as 1 m
2
so we only account for the
depth (height) of rain which is given as 1.8 cm in the question.
Depth of wetting = 1.8cm / 0.79
=
2.28 cm
Therefore, the depth of wetting for 1.8 cm of rain in sample 1 soil would be 2.28 cm.