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Comment: Migrated to Confluence 4.0

...

# = weighed wet a day later (but kept cold to reduce water loss)

Wiki Markup\* = weight after a bit of time in the oven \ :( \ [forgot to write down first reading\], water content will be a bit low, but dry density will be okay

Here is a quick comparison of the weights of various objects with the borrowed scale and ours.  The borrowed scale read within 1g, so I wouldn't change any of the above readings.

...

Site/Time

Depth

ID

Tare (g)

Wet (g)

Dry (g)

Rho-dry

Qsoil

Volume Fraction

Comments

 

 

 

 

 

 

 

 

 

 

1

0-3

1-0

3.4

135.6

107.3

  1.57  

21

  43

 

17 Jan 0835

3-6

1-6

3.5

163.3

138.4

  2.03  

16

  37

May have been compressed

2

0-3

4-0

3.6

92.0

 

 

 

73.3

1.05

21

28  

a bit frozen

18 Jan 0828

3-6

4-6

3.8

96.3

 

 

 

86.8

1.25

10

14  

 

3

0-3

2-0

3.6

69.5

38.5

  0.53  

47

  47

grass

17 Jan 1010

3-6

2-6

3.7

138.3

111.1

  1.62  

20

  41

 

4

0-3

 

 

 

 

 

 

 

 

1-0

3.5

131.1

108.9

1.59

17

33

 

19 Jan 1140  

3-6

 

 

 

 

 

 

1-6

3.5

132.1

111.3

1.62

16

31  

 

5 main

0-3

3-0

3.3

113.1

82.8

  1.20  

28

  46

water (frozen)

17 Jan 1120

3-6

3-6

3.6

112.1

89.5

  1.29  

21

  34

 

5 aux

0-3

4-0

3.6

124.8

105.2

  1.53  

16

  30

 

17 Jan 1132

3-6

4-6

3.8

120.1

104.8

  1.52  

13

  23

 

6

0-3

 

 

 

 

 

 

 

 

5-0

3.8

110.2

86.8

1.25

21

35

 

19 Jan 1420  

3-6

 

 

 

 

 

 

5-6

3.4

131.7

112.0

1.63

15

30  

 

6 aux

0-3

 

 

 

 

 

 

 

 

3-0

3.4

139.5

113.5

1.66

19

39

 

19 Jan 1425  

3-6

 

 

 

 

 

 

3-6

3.6

129.0

104.6

1.52

19

37  

 

7

0-3

5-0

3.8

90.9

48.7

  0.68  

48

  64

water (frozen)

17 Jan 1221

3-6

5-6

3.4

112.4

82.6

1.19

27

45

water

ROUND THREE:

John, Tom, and Steve S

We tared the scale prior to weighing the wet soil (net), weighed the dry soil + pan (total), then subtracted the pan wt to get the dry soil (net).

I mistakenly started weighing the soil in ounces, so we continued this in order to make a consistent table.

Ring diameter = 2 3/32" = 2.094" = 5.319 cm; volume = 66.66 cm^3;  1 oz = 28.35 gm

Qsoil = 1 - dry/wet; h2o volume fraction = (wet-dry)/(1 gm per cm^3)/sample-volume

Site

Time

Depth
(cm)

Tray ID

Tare
(oz)

Wet Wt
net (oz)

Dry Wt
total (oz)

Dry Wt
net (oz)

rho-dry
(gm/cm^3

Qsoil
(% mass)

h2o vol fraction
(% volume)

1

Jan 30 10:45

0-3

4-0

0.130

2.845

1.575

1.445

0.615

47

54

 

  water

3-6

4-6

0.135

4.700

3.900

3.765

1.601

18

34

2

Jan 29 14:30

0-3

4-0

0.130

3.825

3.440

3.310

1.408

10

16

 

 

3-6

4-6

0.135

4.400

4.185

4.050

1.722

5

   9

3

Jan 28 14:30

0-3

3-0

0.120

3.195

3.120

3.000

1.276

2

   3

 

 

3-6

3-6

0.125

4.810

4.100

3.975

1.691

15

30

4

Jan 28 11:15

0-3

2-0

0.120

2.365

2.045

1.925

0.819

14

14

 

 

3-6

2-6

0.130

4.875

4.335

4.205

1.788

11

23

5 main

Jan 27 14:31

0-3

4-0

0.130

3.060

2.525

2.395

1.019

18

23

 

 

3-6

4-6

0.135

3.790

3.395

3.260

1.386

11

17

5 aux

Jan 27 14:55

0-3

5-0

0.140

3.625

3.130

2.990

1.272

14

21

 

 

3-6

5-6

0.120

2.495

2.390

2.270

0.965

4

   4

6 main

Jan 24 11:45

0-3

4-0

0.135

4.415

3.305

3.170

1.348

26

47

 

 

3-6

4-6

0.125

5.705

4.890

4.765

2.027

15

35

6 aux

Jan 24 12:15

0-3

2-0

0.135

3.420

2.715

2.580

1.097

21

30

 

 

3-6

2-6

0.130

4.775

4.094

3.964

1.686

15

29

7

Jan 27 16:18

0-3

1-0

0.125

3.115

2.200

2.075

0.882

31

39

 

 

3-6

1-6

0.125

3.635

2.785

2.660

1.131

24

36

P.S. (18 Apr 2011): All calculations seemed off in Round 3, reran and edited above entries.