ARTICLE IN PRESS
Dendrochronologia 23 (2005) 29–38
www.elsevier.de/dendro
ORIGINAL ARTICLE
Rates of lateral channel migration along the Mala Panew River
(southern Poland) based on dating riparian trees and Coarse
Woody Debris
Ireneusz Malik
Department of Quaternary Paleogeography and Paleoecology, University of Silesia, Sosnowiec 41–200, ul., Bedzinska 60, Poland
Received 31 December 2003; accepted 12 July 2005
Abstract
Two methods of estimating the lateral migration of a river channel have been proposed. The first method is based on
Coarse Woody Debris (CWD) dating. The terraces of the Mala Panew River are mainly covered with plantations of
Pinus sylvestris where individual trees grow at equal distances to each other. During times of high discharges trees fall
onto the riverbed providing information on the extent of flood plain erosion. The ages of CWD and the surface of the
eroded flood plain provide an estimation of the rate of lateral migration. The erosion rates measured at two sites in the
Mala Panew River were between 0.24 and 0.36 m/year.
Another way of reconstructing the rate of lateral migration is by dating trees growing on different-aged sandy
meander bars. These levels are primarily covered with Alnus glutinosa and Alnus incana. The oldest trees growing on
each level give information about the minimum age of that level, which allows us to reconstruct the rate of lateral
migration. The lateral migration of the channel has also been estimated dating the oldest trees growing on mid-channel
islands separated from the lateral banks. The values obtained for 10 sites of the Mala Panew channel oscillate between
0.07 and 1.83 m/year.
Tree ring analyses also allow us to determine the impact of individual high discharges on the lateral migration rate of
the Ma"a Panew channel. The lateral migration of the channel was most rapid in the years 1953–57 and 1966–68 as well
as during the extraordinary flood in 1997.
r 2005 Elsevier GmbH. All rights reserved.
Keywords: Dendrogeomorphology; Alluvial development; Lateral migration; Riparian forest; Coarse woody debris; Poland
Introduction
One of the major factors controlling the patterns of
meandering river channels is the presence of riparian
forests covering the valley floor (Hickin and Nanson,
1984; Thorne, 1990; Abernethy and Rutherfurd, 2000;
Brooks and Brierley, 2002). Tree root systems protect the
Corresponding author. Tel.:+ 48 032 3809104.
E-mail address: irekgeo@wp.pl.
1125-7865/$ - see front matter r 2005 Elsevier GmbH. All rights reserved.
doi:10.1016/j.dendro.2005.07.004
soil and older alluvial sediments against erosion and
reduce the supply of material to the riverbed. Hence, rivers
flowing through forested areas are not sufficiently charged
with material coming from erosion of the valley sides.
Large accumulation forms dividing the main channel into
a number of minor streams are uncommon in these
riverbeds in contrast to rivers flowing through deforested
areas. Lowland and upland rivers crossing the forested
areas flow, very often, in a single channel. Frequent dams
are formed from trees and Coarse Woody Debris (CWD).
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I. Malik / Dendrochronologia 23 (2005) 29–38
CWD is defined as fragments of dead trees longer than 1 m
and not less than 10 cm in diameter at the fragment middle
point (Van Sickle and Gregory, 1990). These fragments fill
the riverbed and make the water flow around them,
contributing to increase river bendiness as well as the
generation of numerous irregularly shaped meanders
(Rachocki, 1978; Gregory, 1992; Gurnell et al., 1995;
Gurnell and Sweet, 1998; Kaczka,1999).
The meandering channel pattern of a river depends on
the progress of lateral migration (Hickin and Nanson,
1984). During high discharge, the concave banks are
systematically undercut, whereas at times of retreating
flood waters, mineral material is accumulated on the
convex sides of the riverbed.
By comparing the meander routes on historical maps,
the average lateral migration rate can be estimated (Trafas,
1975; Brooks, 2001). This method has some limitations
imposed by the frequency and accuracy of cartographic
materials reflecting possible changes in the meandering
channel pattern. Only an average rate of channel lateral
migration can be calculated. No information is obtained
from the course and intensity of individual flood episodes
contributing to the lateral migration of a river channel.
Dendrochronological research makes it possible to
estimate the lateral migration rate of the river channel
more accurately. Dendrochronological methods have
been applied in fluvial geomorphology (Alestalo, 1971;
Shroder, 1980; Butler, 1987; Schweingruber, 1988; Hupp,
1988; Krapiec, 1995). The lateral migration of a channel
becomes more rapid as discharges become larger and
more frequent. During high discharges, concave banks are
undercut and the trees growing upon them fall into the
riverbed where they stay as CWD. As the discharge wave
decreases mineral and organic material accumulate along
the convex banks of the channel, which are later colonized
by trees. The dendrochronological dating of trees and
CWD makes it possible to determine the periods of
increased lateral migration with an accuracy of 1 year.
In this study, two dendrochronological methods were
used to estimate the rate of lateral migration in the Mala
Panew River, Poland. The first method was based on
CWD dating. Individual discs from the CWD were
cross-dated against the local chronology. The second
method was based on flood plain levels and mid-channel
islands dating. The oldest trees growing on every level
and individual mid-channel island provide a minimal
age of these deposits.
Material and methods
Mala Panew River
The Mala Panew River is a sandy-bed meandering
river which flows through the southern part of Poland
(Fig. 1). The river drains an area of 2037 km2 and flows
for 20 km through a closed forest. The forest is
dominated by alder (Alnus glutinosa, Alnus incana)
(42%), pine (Pinus sylvestris) (35%), willow (Salix
purpurea, Salix fragilis) (21.5%) and spruce (Picea
abies) (2%). In addition, ash (Fraxinus excelsior), larch
(Larix decidua) and birch (Betula pendula) occur
sporadically. Pine monocultures grow on poor sandy
habitats at the bottom of the Ma"a Panew valley.
Fragments of a marshy riverside meadow overgrown
with ash and alder have been preserved in the area.
The study area was located in the upper Mala Panew
River basin, where 12 sites were selected in reaches A–B
and C–D (Fig. 1). The slope gradient, alluvia, and
channel width are similar in the study reaches, but the
highest banks are in the A–B reaches and the lowest in
the C–D one (Fig. 10). The valley bottom is filled with
glacial and fluvioglacial sediments (410 m thick) from
the Middle Polish Glaciation (Gilewska, 1972). The
alluvia are composed of sands of varying grain size. A
2–3 km wide Pleistocene and three Holocene terraces
(3–4, 2–3, 0.5–2 m) are observed in the Ma"a Panew
River valley.
The mean annual precipitation in the area ranges
from 650 to 750 mm. On average, the riverbed is 10 m
wide and up to 2 m deep. The most frequent water stages
in the Mala Panew riverbed are 40–70 cm deep.The
highest discharges in the Mala Panew channel occurred
in the years 1953, 1966, 1968, 1970, 1982, 1985 and 1997
(Fig. 2).
Coarse Woody Debris
During a channel migration in a meandering river, the
CWD are buried and remain in the sediment for a long
time. Consequently it is a valuable material for
reconstructing the stages of the valley formation
(Wronski, 1974; Becker and Schirmer, 1977; Goslar,
1987; Kalicki and Krapiec, 1991, 1994, 1995). In this
case, however, dendrochronological dating is valid when
CWD are found in situ.
A number of methods have been proposed for
identifying the CWD embedded in situ in a channel
deposit or a riverbed. One can assume that most CWD
whose root systems and trunks rest in a riverbed and
tree-tops on the bank are in situ. Redeposited CWD can
be recognized by the lack of bark and sapwood, which
has been separated from the rest of the log during the
river transport. To distinguish re-deposited CWD, the
analysis of the log orientation against the riverbed axis
may also be helpful. Trees in situ are usually placed
across on the riverbed, whereas re-deposited and reoriented stems occur in accordance with the river axis
direction.
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Fig. 1. Location of study area.
Methods
Two dendrochronological methods for measuring
lateral migration rate of the channel have been used in
this paper. The first one is based on dating the pine
CWD laying in situ in the concave bank. Standard
dendrochronological methods were used for developing
a local chronology and cross-dating the CWD (Fritts,
1971; Schweingruber, 1988). A local tree ring chronol-
ogy for Pinus sylvestris was constructed for the past 70
years. The chronology was based on tree ring analysis
from 10 cores collected from pines currently living in the
Mala Panew River valley.
Another stage of the study was the collection of discs
from CWD pines laying in the riverbed. The discs were
collected from about 0.5 m above the root system. The
tree rings from CWD discs were cross-dated against the
local chronology. The percentage consistent coefficient
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I. Malik / Dendrochronologia 23 (2005) 29–38
Fig. 2. Water stages in Krupski Mlyn guage in the Mala Panew River.
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(Huber, 1943) was used to evaluate the similarity
between the dendrochronological series obtained from
individual discs and the chronology.
Another method consists of dating trees growing on
meander bar levels and mid-channel islands. The age of
the oldest trees growing on a genetically homogenous
level provides a minimum age for these deposits. The
location of mid-channel islands, which relates to the
river banks, as well as the dating of trees growing on the
islands can also be helpful to determine the direction
and intensity of the lateral migration of the meandering
channel. Trees growing on meander bar levels and midchannel islands were sampled using a 40 cm Pressler’s
borer. Three black alders with the largest diameters at
breast height were selected from each of the meander
bar levels.
33
45.7 m2. The erosion of the bank connected with the logs
falling into the river channel at this site was estimated at
2.5 m, that means half of the distance needed to include
12 trees in a 18.3 m long delivery belt (i.e. 5 m, Fig. 4).
The oldest CWD has been lying in the channel since
Results
Lateral migration rate based on Coarse Woody
Debris dating
Most of the CWD in the Mala Panew channel are
from Pinus sylvestris. At site 1, six overthrown pines lay
under the eroded edge of the concave bank (Fig. 3). The
pines have been overthrown as a result of the erosion of
the undercut surface of the terrace level. The position of
CWD in relation to the riverbed and the presence of
bark indicate that the trees were in situ. This is also
supported by a very strong undercutting of the bank at
the site examined. Semicircular erosion hollows are
visible within the undercut – these are traces of the root
systems of trees that currently lie in situ in the channel.
The pine delivery belt (understood as the eroded bank
below which the CWD lays) is 18.3 m long. Twelve trees
grow in an area 18.3 m long 5 m wide, (i.e. 91.5 m2),
which allocates an area of 7.62 m2 per tree. There are six
CWD in the channel, representing a total eroded area of
Fig. 3. CWD lying in situ in the Mala Panew riverbed.
Fig. 4. Pines growing on eroded terrace and CWD lying in the
Mala Panew riverbed in site 1.
Fig. 5. Pines growing on eroded terrace and CWD lying in the
Mala Panew riverbed in site 2.
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I. Malik / Dendrochronologia 23 (2005) 29–38
1993, i.e. for 7 years. Consequently, the mean lateral
migration rate of the Ma"a Panew channel for the
interval 1993–2000 was 0.36 m/year.
At site 2, as many as 12 Pinus sylvestris CWD were
found in the riverbed. The CWD are stuck in situ in the
riverbed. The tree supply belt is 47.5 m long. Twenty
seven trees grow in an area of 239.5 m2 (47.5 m
long 5 m wide), representing an area of 8.8 m2 per
tree. The 12 CWD in the channel represent a total
eroded area of 105.6 m2. Consequently, the erosion of
the bank at this site was estimated in 2.02 m (Fig. 5). The
oldest CWD lay in the channel since 1991 (9 years at the
sampling time), which implies a mean lateral migration
rate of 0.24 m/year.
Fig. 6. Meander bar levels in the Mala Panew valley floor.
Lateral migration rate based on dating riparian trees
Meander bar levels were studied at site 3 (Fig. 6).
Individual levels were formed as a result of successive
withdrawal of the river’s concave bank and the
simultaneous accumulation of alluvium within the
convex bank. The minimum age of the youngest level
of meander bar (A) can be estimated to be 26 years,
being the age of the oldest alder (A. incana) growing on
this level. The author has observed that new meander
bars, formed after a recent flood, were colonized 3 years
after formation. The oldest alders growing on the levels
B and C of meander bars are 38 and 45 years old,
respectively. Therefore, the highest level of the meander
bar (C) is estimated to be at least 45 years old. It can be
deducted from the 1:25 000 maps of 1912 that levels A, B
and C of the meander bars did not exist before that year
(Fig. 7).
Based on the previous information, the period of
individual level formation of the meander bars can be
Table 1.
Fig. 7. Varying in age levels of meander bar in site 3.
Rate of minimal lateral migration of the Mala Panew channel in site 3
Levels
Age of the oldest
tree overgrowing
the level (years)
Level formation period
Maximum
level width
(m)
Minimum lateral migration
rate
A
26
6
6 m : 12 years ¼ 0.5 m/year
B
38
7.5
7.5 m : 7 year ¼ 1.07 m/year
C
45
Year 1999 – 26 years (age of the tree) – 3
years (min. age of the level not overgrown
by alders) ¼ 1970. The level was formed
between 1958 and 1970, i.e. it has a
minimum of 12 years.
Year 1999 – 38 years (age of the tree) – 3
years (min. age of the level not overgrown
by alders) ¼ 1958. The level was formed
between 1951 and 1958, i.e. it has a
minimum of 7 years.
Year 1999 – 45 years (age of the tree) –3
years (min. age of the level not overgrown
by alders) ¼ 1951. The level was formed
between 1912 and 1951.
6.5
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roughly determined. The analysis indicate that level C
was formed in the period 1912–1951, level B between
1951 and 1958, and level A during the interval
1958–1970. Based on the maximum width of individual
levels, the minimum rate of lateral migration of the
channel can be determined between 0.5 and 1.07 m/year
(Table 1).
At site number 4, the two lowest levels A and B of
the meander bar are covered by trees of different ages.
The age of the oldest tree within level A is 24 years. The
oldest tree growing on level B is 46 years old (Fig. 8).
The minimum rate of lateral migration at this site
amounts to 0.48 m/year (Table 2).
The lateral migration rate was also calculated by
determining the age of the oldest trees growing on midchannel islands. The mid-channel islands are often
located in channel axes (Fig. 9). Podzolic soils with
an elluvial horizon in the islands were recorded at sites
35
6, 7, 9 and 11. Its thickness was from 20 to 35 cm.
This horizon was formed over a thousand years
(Prusinkiewicz et al., 1980). Therefore the islands were
cut off from the concave banks and not formed in the
riverbed. Alders growing on mid-channel islands are
seldom older than 50 years. The youngest alders growing
on spurs were 14 years old. Therefore, it was assumed
that islands are colonized by trees of a minimum 14
years age. Hence the age of the oldest trees growing
on the islands together with the distance from the
receding bank may testify the channel’s lateral migration
rate. Based on the island distances from the banks
and the age of the oldest trees growing on the midchannel islands, the lateral migration rate at 8 sites
has proceeded at a rate between 0.07 and 1.83 m/year
(Table 3).
Discussion
The rate of lateral migration of the Mala Panew
channel calculated with the two dendrochronological
methods is different. The results obtained by means of
CWD indicates a lateral migration rate between 0.24
Fig. 8. Varying in age levels of meander bar in site 4.
Table 2.
Fig. 9. Mid-channel island in the Mala Panew riverbed.
Rate of minimal lateral migration of the Ma"a Panew channel in site 4
Levels
Age of the oldest
tree overgrowing the
level (years)
Level formation period
Maximum level
width (m)
Minimum
lateral
migration rate
A
24
10.5
10.5 : 22
years ¼ 0.47 m/
year
B
46
Year 1999 – 24 years (age of the tree) – 3 years
(min. age of the level not overgrown by
alders) ¼ 1972. The level was formed between
1950 – 1972, i.e. it has a minimum of 22 years.
Year 1999 – 46 years (age of the tree) – 3 years
(min. age of the level not overgrown by
alders) ¼ 1950. The level was formed between
1912 – 1950.
8.5
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Table 3.
I. Malik / Dendrochronologia 23 (2005) 29–38
The channel lateral migration rate as based on the ages of alders growing on mid-channel islands
Minimum distance from
the eroded concave bank
from which the island
has been cut off (m)
Age of the oldest tree
growing on every islands
(years)
Lateral migration rate
Site 5
3.5
35
Site 6
1.9
41
Site 7
6.2
22
Site 8
5.5
17
Site 9
6.3
24
Site 10
4.1
31
Site 11
6.8
20
Site12
3.2
19
35 – 14 ¼ 21 years
3.5 m : 21 years ¼ 0.17 m/year
41 – 14 ¼ 27 years
1.9 m : 27 years ¼ 0.07 m/year
22 – 14 ¼ 8 years
6.2 m : 8 years ¼ 0.77 m/year
17 – 14 ¼ 3 years
5.5 m : 3 years ¼ 1.83 m/year
24 – 14 ¼ 10 years
6.3 m : 10 years ¼ 0.63 m/year
31 – 14 ¼ 17 years
4.1 m : 17 years ¼ 0.24 m/year
20 – 14 ¼ 6 years
6.8 m : 6 years ¼ 1.13 m/year
19 – 14 ¼ 5 years
3.2 m : 5 years ¼ 0.64 m/year
Table 4.
Years
Site 1
Site 2
The intensity of lateral erosion at the sampling sites based on the CWD fall into the riverbed
1991
8.8 m
1992
2
8.8 m
1993
2
6 m2
8.8 m2
1994
1995
2
8.8 m
and 0.36 m/year. The lack of CWD in the Ma"a Panew
riverbed before 1990 indicates that earlier discharges
probably did not cause a migration of the channel at
sites 1 and 2. However, older CWD could have been
removed by the local population for heating purpose.
Dating of the CWD shows that periods of most intense
lateral erosion occurred between the years 1997 and
1993 (Table 4). The largest flood of the century in the
Ma"a Panew valley occurred in 1997, which explains the
large number of CWD dated 1997 in the riverbed. On
the other hand, 1993 belongs to the period of lowest
water levels in the Ma"a Panew channel in the 20th
century. The drying of the banks and the fall in the
ground water level could probably lead to the loosening
of the sediments in the banks and the subsequent fall of
CWD into the riverbed.
Different lateral erosion rates have been obtained
from the dates of trees growing on levels of meander
bars and mid-channel islands (0.07–1.83 m/year). The
results are presented in Fig. 10. The slower rate of lateral
migration of the Mala Panew channel in sites 1, 2, 5 and
6 (sections A–B) probably reflects the higher banks at
those sites (Fig. 10). In these sites the mean bank height
was 2.4 m, almost double the height at the remaining
sites (section C–D).
1996
1997
1998
12 m2
61.6 m2
8.8 m2
1999
The time formation of subsequent meander bar levels
corresponds roughly with the dates of flood episodes
in the Mala Panew riverbed as measured in the
gauge record. During high water stages (1953–1957)
levels B and C were probably formed at site 3 as well
as level B at site 4. Similarly high water levels
were recorded in the years 1966–1968 which might be
related to the formation of meander level A at both
sites. During the 1997 flood, the banks in sites 3 and 4
were not eroded. Probably in these sites water flowed
outside of the riverbed, onto the floodplain and the
higher terraces. Only sections with high banks, where
water flowed in the riverbed as sites 1 and 2, were
eroded.
CWD and mid-channel island were restricted to some
sections of the river. Results from the study sites should
not be considered as an indicator of the average
migration rate of the whole Mala Panew River. They
provide information about lateral migration rates at the
individual selected sites.
The methods used in this study have same limitations.
CWD remains in the absence of large floods which
remove dead trees downstream. In small meandering
rivers such as the Mala Panew River, large CWD
deposits are rarely removed. However, local populations
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I. Malik / Dendrochronologia 23 (2005) 29–38
37
Fig. 10. Different results of lateral migration rate of the Mala Panew channel.
pull out CWD from the riverbed for heating purpose.
CWD lying in riverbeds above the water level also decay
very quickly, reducing the amount of material for
dating.
The estimation of lateral migration rates based on
dating trees growing on flood plain levels is more
precise, but still has limitations. In this study, a 3 years
minimal age of tree colonization on new surfaces was
assumed. However, this value is highly variable depending on sites, species and climate conditions (Schweingruber, 1996).
Similarly, lateral migration rates based on dates of
mid-channel islands have large uncertainties related to
the age of the oldest tree growing on individual form.
Trees may die during the cutting of the island from
the bank. As a consequence, the methods provide a
minimal age for mid-channel islands, which could affect
the determination of the lateral migration rates in
individual sites.
Conclusions
The lateral migration rates of meandering rivers can
be estimated by applying two different tree-ring
methods:
Dating the CWD laying in situ at bank undercuts.
Dating trees growing on meander bars and midchannel islands.
In spite of the limitations mentioned above, the rates
of channel lateral migration are more precisely determined using dendrochronological methods than historical maps. Individual flood episodes which have
contributed to the channel’s lateral migration can be
detected by dendrochronological methods.
Acknowledgements
The author wishes to thank Prof. Dr. hab. Kazimierz
Klimek for helping to organize the dendrochronological
laboratory. Special thanks to Prof. Dr. hab. Marek
Krapiec who taught me dendrochronology.
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