Landscape & Urban Design Issue 18 2016 | Page 60

Trees which will be professionally planted on new sites, are usually purchased from tree nurseries where, they have been grown, they have been re-planted several times and their tap root removed. This gives a more compact root ball which is close to the trunk compared to a tree which has grown from a seed in one place. When commercially grown trees are sold, they are removed from ground by a three bladed shovel or with what is more commonly used now, a circular knife. The root balls are covered by a bale cloth so that the roots are not exposed and the bale is then enclosed in wire netting. The root system on a commercially grown tree is considerably smaller than the bale on a naturally grown tree, hence the reason for some type of securing system when planting. The most commonly used method for stabilizing newly planted trees, is a wooden tripod or its derivatives. This is not an optimal solution, neither esthetically, nor with concern to the physiology of the tree. Consequently more and more underground anchorage systems are being used. Underground systems are superior to tripod systems allowing the tree to be more esthetically displayed, and allowing the tree to develop correctly and establish a healthy root system. This type of anchorage also removes the problems associated with above ground securing, such as vandalism, Test results From the results, he was able to determine that trees with foliage, which were planted in sandy humus soil at Bad Zwischenahn in Germany, didn’t need any additional anchorage up to storm force 10. Of the trees planted, 74% were able to take up to storm force 11 and 48% still didn’t need support up to storm force 12. This determines that only a relatively small support is actually necessary. In addition to the newly planted trees, further trees with a standing time of one to three were tested to determine how long a tree should be supported until it can be left on its own. Oaks, chestnuts, horse chestnuts, maples, sycamore and linden trees were used, groups all of the typical planting size of 25cm – 30cm diameter trunks as well as solitary trees with 50cm – 70cm diameter trunks were used. The results show that additional anchorage should be used for dynamic and biological reasons. Biodynamical background A young tree strives to grow as tall as possible. Without any stimulus by wind, most of the trees resources go into vertical growth. During the vegetation period, there is a constant flow of auxin from the tree tops to the roots. This boosts the vertical growth and therefore inhibits the budding of side shoots, the growth of a wide crown and the main root system. In contrast, in a tree that sways naturally in the wind, phytohormone ethylene is produced. This hormone inhibits the transportation of auxin and creates a growth of cells in a radial direction. This results in a redistribution of the trees growth resources with a reduction of vertical growth and the reinforcement of stem growth and of the main root system. Therefore, trees should be grown without additional support or anchorage. 60 Landscape & Urban Design continual maintenance, the chance of litigation due to obstruction and additional difficulties in maintaining grass around the planting. The general thoughts and guidelines on underground securing is that it is acceptable as long as the system does not damage the stem, crown or roots and that the bale diameter is large enough and the ground is appropriate. The bale should not be compressed or disturbed in a way that would damage the roots. There are several above ground and underground securing systems available and it is important to make direct comparisons before choosing what you consider to be the best for you. One essential question has been answered by field trials. How much anchorage does a tree need as a minimum? Extensive research by Dr Lothar Wessolly of Germany who is recognized as the worlds leading expert on tree stabilization, and using his “inclomethod” which uses the angle of inclination under a so called “wind supplement load” in connection with an analysis of the wind pressure on a crown, you can get a generalized inclination graph and can determine the maximum wind force a tree can safely take. Dr Wessolly conducted these tests on more than 7000 trees. Possible securing methods There is a simple principle in engineering, that stiff or rigid systems are not able to absorb and dissipate imposed loads. Dynamic systems on the other hand are able to do just that. This means that a if a tree is supported or anchored by steel cables or stiff tripods, all of the winds force goes into that construction, the tree does not participate in the absorption and the support system is unnecessarily strained. This results in the necessary over-dimensioning of these systems or, if that is not done, the support mechanism will fail. The tree also allows for this support in its system and remains too thin and weak for its height. Test results also showed that rigid systems with steel cables that are kept under tension, lead to a tightening of the cables and a constriction of the stem which, results in a predetermined breaking point. If the principle that load distribution, is supposed to function between the tree and its securing system, the possible movements and the maximum bend of the tree have to be known. This was also examined at a tree nursery at Bad Zwischenahn, and it was found that it is