Chapter 2
2. Vineyard terrancing
Terracing consists of the transformation of natural sloping land into a new profile formed by flat strips of a certain width (terrace), connected by new slopes of a higher gradient than the original natural slope of the land. This has two main functions:
The loss of soil fertility may be compatible with certain viticulture practices that base grape quality on a reduction in the production capacity of the stock. However, in the cultivation systems discussed in this Manual, maintaining the soil and its fertility is important for the plant to express all its vigour (see Chapter 3).
The municipality of Porrera covers an area of 2.896 ha, which is equivalent to 16.5% the Priorat designation of origin area. The average gradient of the municipality is 46% and its altitude is mostly between 200 m and 600 m above sea level.
60% of traditional vineyards in Porrera were abandoned between 1986 and 2003, from the 256 ha of 1986 to the 107 ha of 2003. During that same period, terraced vineyards increased from 20 ha to 291 ha, a 1,450% growth. In the more recent period between 1998 and 2003, traditional vineyards grew barely 12% (from 95 ha to 107), whereas terraced vineyards increased by 260%, from 111 ha in 1998 to 291 ha in 2003. This strong increase in terraced vineyards has continued over the past four years.
As a whole, vineyards in Porrera increased by 44% between 1986 and 2003 and 93% between 1998 and 2003.
These figures are considered representative of the overall evolution of Priorat.
Source: R. Cots-Folch et al./Agriculture, Ecosystems and Environment 115 (2006) 88-96.
2.1. Conventional terraces
Terracing involves action on the mountain that modifies the natural conditions to a greater or less extent.
Work undertaken by the University of Lleida in the Priorat region characterises the main design parameters of conventional terraces built over the past decade (Figure 2.1). The following is of note:
In general and synthetically, conventional terraces are built in line with a predominant criterion: the cost of construction. More complex financial calculations are not made, which bear in mind other costs with repercussions that may be greater in the long term (loss of useable land, terrace maintenance, low productivity, etc.). In addition to this is insufficient environmental and landscape sensitivity, especially by viticulture companies whose management is unfamiliar with the cultural tradition and identity of the mountain region in question.
This group of causes endures because there are no clear, objective and well-documented technical recommendations to guide vine growers and construction machinery operators.
The conventional design of terraces may lead to environmental and operational problems in vineyard operations.
2.1.1 Environmental problems
Forcing the construction of sections of straight terraces for easier vineyard control creates extremely artificial polygonal profiles that do not blend into the surroundings. Furthermore, this type of profile requires the transverse transportation of soil, making the work more difficult and expensive.
- Continuous and constant slopes are not implemented along the entire terrace for controlled runoff. Furthermore, drainage crossways to the terraces are often not planned. - Some terraces act as drainage for others, which generate an accumulation of sediments on recipient terraces.
- Continuous and constant slopes are not implemented along the entire terrace for controlled runoff. Furthermore, drainage crossways to the terraces are often not planned.
- Some terraces act as drainage for others, which generate an accumulation of sediments on recipient terraces.
Soil erosion by rainwater
Water erosion of soil is a complex phenomenon of degradation in which the force of the water breaks up, pulls away and moves the horizontal surfaces of the terrain. This is a natural process made worse by human intervention, particularly through certain agricultural practices. Water erosion acts through two basic mechanisms:
The following must be noted among the many negative impacts of erosion:
Both problems lead to an accumulation of water in land depressions, also due to sediments that act as a small dam. When this stagnation of water breaks, water and mud run off with notable destructive force, which is multiplied as they run downhill and may form gullies and cause extreme destruction.
The building of terraces should not invade natural watercourses such as gulleys or streams. With heavy rain, water will seek its natural course and will end up severely eroding the terracing. Any repair work undertaken, as well as being extremely expensive, will be useless in light of a new episode of Mediterranean rainfall. In these cases, the sediments dragged along as a result of erosion may be large and create serious problems downstream, such as the aggradation of neighbouring estates or roadway infrastructures.
When a loader is used for earthworks, the terraces are formed using the conventional technique of cutting the top part of the mountain and filling the bottom part. Hence, the moved (cut) soil is placed on the mountain in its natural state. This creates a fragile surface between the solid ground of the mountain and the soil on top, making landslides more likely (see Section 2.2.3).
Vineyard built by filling in a natural gully instead of forming terraces on the mountain with drainage to the gully
At the top of the photo, terraces that are too wide, with little soil use; slopes of varying height that make erosion control difficult
The landscape and hydrological conditioning factors mean that mountain soil is a scarce resource that must be used productively. As can be seen later on in the Manual (Section 4.1), the techniques developed in Life Priorat provide the same grape production as with conventional techniques, but using a much smaller area of land.
2.1.2 Vineyard operation problems
In some plantations, the roads to the terraces are too steep because they are laid out perpendicular to the level lines. This involves a labour-related risk with regards to machinery traffic. The risk is maximised on the bends accessing the terraces, particularly when driving a tractor and a trailer.
Another solution applied to avoid this problem is to build intermediate terraces that end up draining off into other terraces, generating the erosion problems already indicated. Moreover, work cannot be comfortable carried out behind the inner row of stock (e.g. for slope maintenance work) that also tend to aggradate to some extent due to slope erosion.
Another solution applied to avoid this problem is to build intermediate terraces that end up draining off into other terraces, generating the erosion problems already indicated.
Moreover, work cannot be comfortable carried out behind the inner row of stock (e.g. for slope maintenance work) that also tend to aggradate to some extent due to slope erosion.
Riesgo laboral: accesos perpendiculares a las líneas de nivel, con una pendiente excesiva
2.2. Sustainable terracings techniques
The experiment carried out by Mas Martinet shows that the environmental and operative problems of conventional terraces can be overcome through the application of appropriate design criteria. This section describes the main criteria developed that have given good results in the Priorat region.
Figure 2.2 shows the different variables involved in the design of terraces:
2.2.1 Blending of terraces into the countryside
The basic design criterion is for the terrace-vineyard as a whole to adapt as much as possible to the natural morphology of the land, minimising land movements and introducing no artificial forms that could grossly stand out from their surroundings.
This criterion is basic so that aggradation does not disturb the harmony of the landscape. For greater slope heights, terracing becomes extremely visible and stands out from its surroundings, giving the vineyard the aspect of a quarry and the greater the high of the slope, the more noticeable it becomes. In any terracing, the stock can be plated on the terrace or on the slope. When the vine is planted on the slope, the limitation of its height may be somewhat more flexible, as the plant life will help the slope blend into the surroundings. However, it is wise not to exceed slope heights of 2 m in any case.
Where small modern machinery is used, the terrace width may be as little as only 1.3 m. This is the terrace width preferred by Mas Martinet and the only one used currently in its plantations (the may reach 1.5 m in width in some cases). It only allows for one row of stock to be planted per terrace and requires the building of a greater number of terraces than those used were the width to accept two or more rows of stock, making the work more expensive. To compensate for this, the height of the slope is lower and the area can be adapted much more easily to the mountain morphology. A single row of stock on the outer part of the terrace also has advantages regarding the landscape, given that the eye of a distant observer follows the ends of the stock in a straight line, without it being broken by other rows of stock located on the inner part of the terrace. This also makes access to the slope easier for maintenance purposes.
Both this and the previous criterion are completely incompatible with the construction of large levelled areas for the reproduction of flat-land vines, particularly on steep natural slopes.
Centre left is a plantation on a terrace, with slopes measuring over 1.5 m in height. The appearance of the lower three terraces improves as the slope height decreases. On the right of the photo is a plantation on a slope that blend in very well with the landscape, as terracing is almost imperceptible
Natural land with a gradient of over 60%. The slopes do not exceed 2 m in height; slope plantation
The plant life of any banks of the gulleys or streams running alongside the vineyard and the plant life on the border of the vineyard are also respected, not only for their contribution to the landscape but because they retain the soil, act as a visual reference and maintain agroforestry biodiversity.
On all accounts, the conservation of these areas is planned in advanced before the earthworks are started.
New access paths to estates have been opened within the framework of the Life-Priorat project. Certain design criteria are considered particularly important: Widths over 5 m are avoided. Where necessary, small, wider sections are built for heavy vehicles to be able to pass each other. Slopes and borders are finished and protected from erosion using appropriate plant life. Lengthways and sideways slopes are ensured good runoff. Where necessary, soft paving is used that blends in with the countryside. The use of urban-type signposting is avoided.
New access paths to estates have been opened within the framework of the Life-Priorat project. Certain design criteria are considered particularly important:
2.2.2 Prevention of erosion and controlled run-off of rainwater
To strictly respect this criterion, excavation machinery equipped with a laser level is be used, as shown later on in this section. This involves precise building work that requires a person with specific training in driving the machine (the machines must be adapted to the mountain and not viceversa).
According to the experiment carried out in the Priorat region, drainage channels should be located on the versants of the mountain (“costers”) where the rock is erosion-resistant. The concave areas of the mountain (“comellars”) are avoided, where sediments are accumulated and the risk of erosion is maximum: the water would drag along sediments to leave them wherever its speed decreases, causing an overflow that would destroy the drain and part of the terraces and aggradate watercourses and infrastructures. It is true, however, that the channel could be excavated and reinforced with some kind of covering, although this would be a useless, unnecessary and artificial expense. Furthermore, it would mean that more fertile soil, a scarce resource in the area, would have to be removed and, as can be seen later on in this Manual, the Mas Martinet cultivation techniques mean that its entire value can be used. Therefore, despite sounding contradictory, the drainage must be built on the slopes of the mountain where only a few centimetres have to be dug for an erosion-resistant channel.
Under no circumstances does a terrace drain onto another terrace. As already indicated, this practice has been seen to generate ridges at the reception point, where water is accumulated until it acquires enough force to break the obstacle, causing a release of mud that has destructive effects on lower terraces. Where rainfall is moderate, this severe erosion problem will not be generated, although sediment may be accumulated, making the passing of machinery difficult.
On gentle slopes, the maximum length does not depend on the risk of erosion but on the limitations of the machinery to work on this slope from the terrace (e.g. for the application of treatments to prevent stock disease), although this should never exceed 10-11 m.
Terrazas con drenaje lateral en zona resistente a la erosión
This limitation to the length of the slope has very few repercussions in practice if a slope height of below 1.5 m is respected.
In Mediterranean areas where the episodes of heavy rain are relatively frequent, the controlled runoff of water is critical point in the construction of terraces. Where the necessary preventative measures are not strictly observed, extremely serious damage may be caused to the vineyard and adjoining areas, to the point of risking the survival of operations. The drainage network must be planned before starting terracing work. It can therefore be concluded that the risk of erosion does not depend on the natural gradient of the land but on the design of the terraces: a badly designed vineyard on a 25% gradient will experience more erosion than well designed terraces on a 50% gradient.
In Mediterranean areas where the episodes of heavy rain are relatively frequent, the controlled runoff of water is critical point in the construction of terraces. Where the necessary preventative measures are not strictly observed, extremely serious damage may be caused to the vineyard and adjoining areas, to the point of risking the survival of operations. The drainage network must be planned before starting terracing work.
It can therefore be concluded that the risk of erosion does not depend on the natural gradient of the land but on the design of the terraces: a badly designed vineyard on a 25% gradient will experience more erosion than well designed terraces on a 50% gradient.
2.2.3 Construction technique used for terraces and slope stability
When the construction technique of cutting the top part of the mountain and filling the bottom part is used, a fragile surface between solid ground and the soil on top is created that often leads to landslides, even during unexceptional episodes of rain (see Section 2.1). Where terraces run perpendicular to the N-S direction of the general slate units strata of the Priorat unit, the risk of landslides is greater.
In view of this situation, the constructive solution applied to Mas Martinet terraces has proven to be effective, even in torrential rain. It consists of ploughing and turning over the soil mass to a depth that is sufficient to ensure all the terrace rests on a base of solid ground that slopes slightly inwards. The greater the natural gradient of the land the deeper the ploughed soil must be to ensure that any contact with the solid mountain is almost horizontal. In practice, a minimum depth of 1 m is plough, which is the average depth reached by the roots of the vine (agronomic criterion).
Even when applying this construction technique, there may be minor problems of landslides, particularly during episodes of fine rain that penetrates the outside of the soil. If these landslides are appropriately fixed during the first two years of the terraces, the problem is solved and will not occur in subsequent years, given that the terracing settles.
The full sequence of the construction system for a new terrace once the one above it is complete is as follows:
Once the width has been established, the slope height will depend on its gradient (β) and on the natural gradient of the land (α). The stable gradient of the slopes is a function of the internal angle of friction and cohesion of each type of soil ploughed. A direct cutting laboratory test assesses these basic parameters. In line with the construction technique used on terraces developed by Mas Martinet, the experiment on the Priorat “Licorella”1 slate soil shows that slopes with a gradient of up to 65º - 70º are stable.
All experiments carried out by Mas Martinet regarding the construction of sustainable terraces have been undertaken in collaboration with the company Coll de la Teixeta (www.teixeta.cat) located in Falset (Priorat, Tarragona).(), ubicada en Falset (Priorato, Tarragona).
2.3.4 Effective and safe vineyard operations
Terraces with a constant width following level curves
1María Concepción Ramos et al., Sustainability of modern land terracing for vineyard plantation in a Mediterranean mountain environment - The case of the Priorat ..., Geomorphology (2006).
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