Die Untersuchung von Bodenproben.
41
•ga a
i>
iS
a -SS 35
a
n _?
cj
cd r 1- ,
D
Ohne Steinchen.12 dm Tiefe Geschiebesandigem Lehm. Wur;bis 12 dm tief.
(Bestand: Luzerne.)
oB
's B
SSte
Sfl I«&ü es fci.^
es 1ä M M
11M
'S es
Oft
.SP' 'S b£Js
B33
» WS
So
3 CO
es
OS--
CSCO
S So
Ca »
a 9«
— a j"
s 8«"
ofä|
'- T-l
■3 m
a-S
0 a
E
CS
->*
,~
CO
CO
-f
CO
cn
OS
lO
OS
OS
irs
CO
CO
Ol
CO
CM
o
©
CO
o
o
—
©
o
©
o
O
o
©
©
O
©
©
©
©
o
o
©
©"
cf
o
o
©
©"
o"
©"
0"
>ra
©
©
CM
O
>o
o
©
h-
>.o
00
CM
CO
co
©
CO
CM
CS
00
co_
T—1
<N^
OS
o
CO
CO^
i—
CO
os
CO
co"
IO
t*r
CO
cm"
-*
Oi
CM
oT
o «
o <>l
o °*
p_ CO
m <^
<M M
>n <^>
ea «
r- »*
ea ■*
CO CT
m m
0 - 1
e>
^*
m
cn
PS
•*
o
D—
e>
CO
CM
CO
D-
8 g
10 o
» 3
CO °
S{2
Reg
s"s
60 (M
£ oi
CO ^
-£
Sco
S ©
00 CM
"* co"
<B 1-
co L
' a CO
CO
O
i~
»cT
o
■*
7*
of
■*
»CS
CM
CO
iO
$s
>ra
■**
.o
>o
•o
>o
tO
■*
lO
-*
•**
CO
CO
o
CO
CO
•o
■o
>o
©
00
m
CO
■0
■^
G<i
CO
■*
•*
CN,
<M
CM
85
os^
©_
uo
©
l—
l—
■o
t-
CO
6"
CD
C-
of
BS
a?
CO
©
Ol
©
>o
co
o
©
c?
CM
©
>ra
CO
(M
©
IS
CS
CO
CO
00
©__
t—
OS
©
lO
CO
*"*
CO
»o
CO
CO
CO
co"
(M
00
CO
CM
©
•O
T-H
•-"
2 if
"1 CO
§5
sä
s_s~
£ CO
sä"
°J. CO
S isT
=i CO
S ö"
■!. co
00 i^~
^ X0
g«
*?. CO
09 ^jT
s"«
2 -*'
2 rf
9 -nT
a.rf
5 »
•—i
3«
S rf
CO •
CM
O
o
VC5
IN
CO
o
00
©
CO
_
■O
CO
co_
Ol
OS
■tS
CO
°i
■^
•*
CM
CO
T-H
o"
-<
©"
o"
•*«
©
©
©"
O"
CO
o*
lO
■O
c-
©
»o
CO
o
>n
1^
©
lO
00
CS.
CO
00_
CO
c—
©
CM
-*
©~
o
—"
ö
©"
©"
©
Ö"
©■
©
©'
©
<©
CO
93
_
CN
^^
CO
^_
■*
>ra
>ra
ico
o
©
(*•
CO
lO
OS
CM
CO
■CS ,
CO
CS
•*
Iß
©
**
-*
■>*<
er.
CN
°v
of
CO
©"
e>f
©"
CM"
•-H
o"~
CM
O
CO
T3
CO
TS
CO
■* -
CO
-a
89
TS
TS
CO
"d i
a
g 0
rÜSTJ
o» — *
P
5S
a£ a
-M-OUco •—i
1 s
5 I
S
1 a
M
CS —i
or©^^ i
a
OS ^H
3 a
ere»
■S 1
1 S
-M CM
CO 1
a g2-5
bC 0
9 "7*
a
2|
CO co
a a
M CM^ 1CS
§ a
Sc©
It-
Ja
a
-a
J3 co
XI
Gl.
Xi
0 CO
J= _
a <
a "■'
-O Jh
iJ.
©
P
O
P
O
pcn
o
O
pos
P
O
pos
>
i—i►—i
ö|
XI S
O co rN
^>
Pia
bp
H
XM
H& '
cd
sc
bc—
SP 8 SP bß
bc S
bi>".
J3COCG
3
1
3 1
C3 U CO i»
8 S.
r-H faß
ü bo
"3 ■=>
CO
COq^
OT CO
m
CO
J 9
n3_q
5>d
co P
2^
il
•H CO
u
"ts -9
•S TS 'S
a^
• -H CO
ai-ä
JS o 'S
*■ Sh
CO
•S « 'S
^ Sh
CO
ca
ca
lO
h3
ca
ca
ca
»o
10
lO
SO
iO
T3
-3
A
h^
1-1
§
1
CO
w
6
1
1
>>
•4
n
1