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Tree root systems architecture in earth dike

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Trees growing on earth dikes generates safety problems and reduces dike durability. Root systems generate internal and external erosion risks which can be important on dikes wooded for a long time. Erosion risks increase with tree age and stand density. The aim of this study is to analyse root systems characteristics of trees rooted in canal dikes and flood protection dikes. Root systems structure and morphology depend on species and materials. On various species studied, different types of roots can be observed. Short and long roots are characterized by differences in diameter decrease, branching frequency and inclination. A root typology is determined.
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International Symposium “Root Research and Applications”
RootRAP, 2–4 September 2009, Boku – Vienna, Austria
1
Tree root systems architecture in earth dike
Caroline Zanetti ac, Michel Vennetier b, Patrice Mériaux a, Paul Royet a, Mireille Provansal c,
Simon Dufour c
a Cemagref, Hydraulics engineering and hydrology Research Unit, 3275 route de
Cézanne, CS 40061, 13182 Aix-en-Provence, cedex 5, FRANCE
b Cemagref, Mediterranean ecosystems and associated risks Research Unit, 3275 route de
Cézanne, CS 40061, 13182 Aix-en-Provence, cedex 5, FRANCE
c CEREGE, Europôle de l’Arbois, BP 80, 13545 Aix-en-Provence, FRANCE
Contact: caroline.zanetti@cemagref.fr, Tel: +33 4 42 66 99 56 – Fax: +33 4 42 66 88 65
ABSTRACT
Trees growing on earth dikes generates safety problems and reduces dike durability. Root systems
generate internal and external erosion risks which can be important on dikes wooded for a long time.
Erosion risks increase with tree age and stand density.
The aim of this study is to analyse root systems characteristics of trees rooted in canal dikes and flood
protection dikes. Root systems structure and morphology depend on species and materials.
On various species studied, different types of roots can be observed. Short and long roots are characterized
by differences in diameter decrease, branching frequency and inclination. A root typology is determined.
Key words: stump structure, root system architecture, root typology, earth dikes safety
INTRODUCTIONS
Trees growing on earth dike generates safety problems and reduces dike durability. Tree roots in earth
dikes generate two types of risks:
- internal erosion witch is related to galleries created by rotten roots in earthfill and also to mechanical
action of live roots which can decompact dike materials or destroy masonry protection works or joints;
- and external erosion witch is often related to tree uprooting (during storms for example).
In order to determine the impact of woody root systems on the structure and the durability of dike
embankments, it is necessary to analyze root systems characteristics for different tree species.
The objectives are to acquire data about tree root systems in dikes (on 2 types of dikes: canal dikes and
flood protection dikes).
The acquisition of knowledge on the structure of woody root systems in dikes - morphology, root network
and architecture - requires digging up trees.
METHODS
In order to determine the impact of woody root systems on dike embankments, 100 trees of
various species including poplar (Populus spp.), willow (Salix alba), black locust (Robinia
pseudoacacia), maple (Acer spp.), ash (Fraxinus excelsior), oak (Querqus spp.), larch (Larix
decidua) and pine (Pinus silvestris) were excavated cautiously with mechanical shovel on 7 sites
(Figure 1 and Table 1).
International Symposium “Root Research and Applications”
RootRAP, 2–4 September 2009, Boku – Vienna, Austria
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Then manual measurements were carried out on stumps (length, width, depth) and on root
architecture (diameter, length, branching, direction and angle of the roots).
A root typology was defined according to the architectural characteristics of measured roots.
RESULTS
Types of dike and trees position affect considerably stump structure and root architecture. Stump
structure and volume, root distribution, diameter and length depend on many factors: species,
stump age, dike materials (texture, structure, compactness, organic matter content) and water
availability.
Stump structure and root architecture are different on canal and flood protection dikes. On canal
dikes root systems are composed by few big winding roots compared with flood protection dikes
where root systems are composed by many little straight roots.
Root systems are made up of long horizontal roots, of short slanted roots and sometimes of tap
roots. These three types of roots have different rates of diameter decrease, branching frequency
and angle (Table 2). Robinia and poplar have some big long horizontal roots with a diameter
decrease rate of 2%. This rate is about 8% for short roots and 12% for taproot.
DISCUSSIONS
Stump structure and architectural root type influence risks for dikes. For example, risks are higher
when big roots cross right through the dike body.
Ideally, no trees should grow on dikes and all new tree growth should be stopped.
However, by killing existing trees, the structure of dike materials changes due to rotting roots,
thus creating galleries or heterogeneities leading to internal water erosion.
The recommendation so far is to limit the growth of existing trees but not to kill them. Trees
shouldn’t be devitalized if their stumps aren’t removed, materials recompacted and dikes
repaired.
REFERENCES
- Danjon, F., Reubens, B. 2008. Assessing and analyzing 3D architecture of woody root systems,
a review of methods and applications in tree and soil stability, resource acquisition and allocation.
Plant and Soil. p1-34.
-Danjon, F., Barker, D H., Drexhage, M., Stokes, A. 2008. Using Three-dimensional Plant Root
Architecture in Models of Shallow-slope Stability. Annals of Botany. 101. p1281-1293.
- Meriaux, P., Vennetier, M., Aigouy, S., Hoonakker, M., Zyberblat, M., Diagnosis and
management of plant growth on embankment dams and dikes, Vingt-deuxième Commission
Internationale des Grands Barrages, Barcelone, juin 2006, p.1-21.
- Zanetti, C., Vennetier, M., Mériaux, P., Royet, P., Dufour, S., Provansal, M. 2008.
L’enracinement des arbres dans les digues en remblai : étude des systèmes racinaires et impacts
sur la sécurité des ouvrages, Ingénieries EAT. p 49-57.
International Symposium “Root Research and Applications”
RootRAP, 2–4 September 2009, Boku – Vienna, Austria
3
FIGURES
Figure 1: Excavation of a stump on Donzère canal dikes (Green Oak)
Figure 2: Manual measurements on root systems
Figure 3: Different types of roots on Ash: Long Large root (left) and Short Large root (right)
International Symposium “Root Research and Applications”
RootRAP, 2–4 September 2009, Boku – Vienna, Austria
4
TABL ES
Site and
Date Number of
trees (100) Tree species Type of studies
Rhone canal dyke in
Donzère
April 2007 3 Oak
Poplar
Rhone canal dyke in
Montélimar
May 2007 9 Acacia
Oak
Poplar
1- Tree root structure observation according to the
context
2- Architectural characteristics measurements
Rhone canal dyke
(downstream
embankment) in Lyon
July 2007
19 Acacia
Ash, Maple
Poplar, Oak
1- Tree root structure observation according to the
context
2- Architectural characteristics measurements
3- Stumps terrestrial laser scanning
Isere river flood
protection dyke in
Grenoble
April 2008
25 Acacia
Ash, Poplar
Oak, Willow
1- Tree root structure observation according to the
context
2- Architectural characteristics measurements
3- Stumps terrestrial laser scanning
4- Experimentation on root decomposition
Rhone canal dyke in
Lyon (upstream
embankment)
September 2008
14
Alder
Ash
Maple
Dogwood
1- Tree root structure observation according to the
context (trees growing on concrete paving
protection and rip-rap)
Loire river flood
protection dyke in
Cosne
October 2008
22 Acacia, Ash
Poplar, Oak
Maple, Willow
1- Tree root structure observation according to the
context
2- Architectural characteristics measurements
3- Dendrology analyses on roots
4- Electrical measurements on roots
Casterino river dam
dyke in Casterino
June 2009 8 Larch
Sylvestris pine
1- Tree root structure observation according to the
context
2- Architectural characteristics measurements
3- Dendrology analyses on roots
4- Experimentation on root decomposition
Table 1: Sites, number and methods of studied root systems
Type Inclination Branching Morphology Top
diameter
Root
lenght Order
T V 5 cm > 50 cm 1
ST V / O variable Conical < 5 cm < 1m 1 ; 2
LL H 5 cm > 2 m 1 ; 2
LM H ]1 ; 5[ > 1m 1 ; 2 ; 3 ; 4
LT H
few branching Linear
]0,3 ; 1] > 50 cm 2 ; 3 ; 4
SL H / O 5 cm < 2 m 1 ; 2
SM H / O ]1 ; 5[ < 1 m 1 ; 2 ; 3 ; 4
ST H / O
many branching Conical
]0,3 ; 1] < 50 cm 2 ; 3 ; 4
T: Taproot, ST: Secondary Taproot, LL/M/T : Long Large / Medium / Thin, SL/M/T: Short Large /
Medium / Thin
Table 2: Root typology parameters
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In numerous studies dealing with roots of woody plants, a description of the root system architecture is needed. During the twentieth century, several manual measurement methods were used, depending on the objectives of study. Due to the difficulties in accessing the roots and the duration of measurements, the studies generally involved a low number of root systems, were often qualitative and focused only on one specific application. Quantitative methods in plant architecture were largely developed in the last 40years for aerial architecture. However, root systems have particular features and often need specific procedures. Since the end of the 1990s, new devices and techniques have been available for coarse root architecture measurements including volume location techniques (non-invasive or destructive) and manual or semi-automatic 3D digitising. Full 3D root system architecture dynamics was also reconstructed from partial measurements using modelling procedures. On the one hand, non-invasive and automatic techniques need more development to obtain full 3D architecture, i.e. geometry and topology. On the other hand, both one inexpensive manual and one semi-automatic digitizing procedure are now available to measure precisely and rapidly the full 3D architecture of uprooted and excavated coarse root systems. Specific software and a large number of functions are also available for an in-depth analysis of root architecture and have already been used in a dozen of research papers including a fairly large sample of mature trees. A comprehensive analysis of root architecture can be achieved by classifying individual roots in several root types through architectural analysis. The objective of this paper is both to give a detailed overview of the state of the art techniques for 3D root system architecture measurement and analysis and to give examples of applications in this field. Practical details are also given so that this paper can be used as a sort of manual for people who want to improve their practice or to enter this quite new research field.
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The contribution of vegetation to shallow-slope stability is of major importance in landslide-prone regions. However, existing slope stability models use only limited plant root architectural parameters. This study aims to provide a chain of tools useful for determining the contribution of tree roots to soil reinforcement. Three-dimensional digitizing in situ was used to obtain accurate root system architecture data for mature Quercus alba in two forest stands. These data were used as input to tools developed, which analyse the spatial position of roots, topology and geometry. The contribution of roots to soil reinforcement was determined by calculating additional soil cohesion using the limit equilibrium model, and the factor of safety (FOS) using an existing slope stability model, Slip4Ex. Existing models may incorrectly estimate the additional soil cohesion provided by roots, as the spatial position of roots crossing the potential slip surface is usually not taken into account. However, most soil reinforcement by roots occurs close to the tree stem and is negligible at a distance >1.0 m from the tree, and therefore global values of FOS for a slope do not take into account local slippage along the slope. Within a forest stand on a landslide-prone slope, soil fixation by roots can be minimal between uniform rows of trees, leading to local soil slippage. Therefore, staggered rows of trees would improve overall slope stability, as trees would arrest the downward movement of soil. The chain of tools consisting of both software (free for non-commercial use) and functions available from the first author will enable a more accurate description and use of root architectural parameters in standard slope stability analyses.
Diagnosis and management of plant growth on embankment dams and dikes, Vingt-deuxième Commission Internationale des Grands Barrages
  • F Danjon
  • D H Barker
  • M Drexhage
  • A Stokes
  • P Meriaux
  • M Vennetier
  • S Aigouy
  • M Hoonakker
  • M Zyberblat
Danjon, F., Barker, D H., Drexhage, M., Stokes, A. 2008. Using Three-dimensional Plant Root Architecture in Models of Shallow-slope Stability. Annals of Botany. 101. p1281-1293. -Meriaux, P., Vennetier, M., Aigouy, S., Hoonakker, M., Zyberblat, M., Diagnosis and management of plant growth on embankment dams and dikes, Vingt-deuxième Commission Internationale des Grands Barrages, Barcelone, juin 2006, p.1-21.