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WLRA134

WLRA - soil pit WLRA134- landscape
Canola stubble on undulating plains

    Site Code
WLRA134
WLRA - soil pit WLRA134- profile
Gypsic, Self-mulching, Grey Vertosol

    Location

Cnr Henty Highway and Minyip Dimboola Road, Kewell North, western Victoria

    Landform

Undulating plain

    Geology

Quaternary Woorinen Formation:
aeolian dune sand, calcareous clay

    Element

Plain

    Slope

1.5%

    Aspect

East
Horizon
Depth (cm)
Description

A11

0–4

Dark grey (10YR4/1); light medium clay; strong fine granular structure; rough-ped fabric; loose dry consistence; pH 7.0; abrupt and irregular boundary to:

A12

4–18

Dark grey (10YR4/1); medium heavy clay; strong coarse platy parting, to coarse angular blocky structure; rough-ped fabric; firm dry consistence; common very fine roots; pH 6.5; gradual and irregular boundary to:

B21

18–40

Dark grey (10YR4/1); heavy clay; strong medium prismatic parting, to coarse angular blocky structure; rough-ped fabric; strong dry consistence; common very fine roots; pH 8.75; clear and irregular boundary to:

B22

40–60

Dark grey (10YR4/1); light clay; strong medium prismatic parting, to coarse angular blocky structure; rough and smooth–ped fabric; strong dry consistence; few coarse calcareous soft segregations; many faint slickensides; common very fine roots; pH 9.0; clear and irregular boundary to:

B23k

60–77

Greyish brown (10YR5/2); light medium clay; strong medium prismatic, parting to coarse angular blocky structure; rough–ped fabric; firm moderately moist consistence; many coarse calcareous soft segregations; many faint slickensides; few very fine roots; pH 9.0; clear and irregular boundary to:

B24

77–145+

Pale brown (10YR6/3); light medium clay; strong very coarse lenticular, parting to coarse polyhedral structure; smooth-ped fabric; firm moderately moist consistence; very many gypseous veins; many faint slickensides; no roots (except in biopores); pH 8.5.
Management considerations
  • Cracking clay soil
  • Friable (self mulching) surface
  • Alkaline subsoil with gypseous veins at depth
  • Subsoil calcareous and strongly sodic
  • Boron levels higher in subsoil, more significant at depth

Site
WLRA134
Sample depth cm
pH
EC
dS/m
NaCl
%
Ex Ca
cmol-/kg
Ex Mg
cmol-/kg
Ex K
cmol-/kg
Ex Na
cmol-/kg
Ex Al
mg/kg
Ex acidity
cmol-/kg
FC
-30okPa
PWP
-1500okPa
KS
%
FS
%
Z
%
C
%
Horizon
H2O
CaCl2
A11
0–4
7.3
6.9
0.26
0.08
25
6.2
3
0.7
2.9
NR
32.5
21.8
16
10.8
15.3
52.8
A12
4–18
7.5
6.9
0.43
0.13
25
9.2
1.5
3.1
5.6
NR
40.9
27.1
17.9
11.7
15.5
51
B21
18–40
8.8
8.1
0.67
0.2
21
10
1.2
8.8
9.4
130
49.6
24.9
17.8
12.1
15
51.5
B22
40–60
8.9
8.3
1.2
0.36
16
10
1.3
12
20
190
50.3
23
18.1
12.1
18
50.5
B23k
60–80
8.8
8.4
1.7
0.51
13
9.7
1.4
13
27
370
51.4
25
17.4
12
12
52
B24
80–100
8.1
8
3.9
1.2
16
9.6
1.3
14
26
920
46.2
23.1
21.1
10.3
11.5
50
B24
100–120
8.4
8.1
2.7
0.81
15
10
1.4
16
25
900
50.3
25.5
18.8
10
11
54.5
Note: NA=not assessed
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