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Testimony for this anonymous quotation is written in the ruins of ancient civilizations. Land desertification or degradation not only caused the collapse of past civilizations, but today is threatening the stability of societies around the world. By generating political unrest, desertification greatly increases the probability of both conventional and nuclear war. It decreases the earth’s carrying capacity for most plant and animal species and threatens the extinction of many. It is a root cause of global inflation: more dollars chasing fewer goods.
When soil erosion is so severe that plants and animals can no longer exist, the land is said to have desertified. Desertification, which is as old as civilization itself and which must be regarded as the world’s number one problem, has received increasing attention since the United Nations held a conference devoted entirely to this topic in Nairobi, Kenya in 1977. From this conference we learned that desertification annually costs the world 16 billion dollars in lost agricultural production, and could reduce the arable land by one-third by the year 2000, at which time world food needs will have doubled.
Any project planned in this country, especially in arid and semi-arid regions, must take effects of erosion into consideration. Wind will always be a factor even a velocity of eight or nine miles per hour six inches above dry, bare ground can turn soil into dust and blow it away. The washing away of soil by water is an even greater problem. The principle factors affecting erosion are rates of rainfall (or irrigation) and runoff, soil type, the type of surface protection and slope configuration.
Civilized man has marched across the face of the earth and left a desert in his footprints
Slope erosion by water is usually classified in terms of increasing magnitude: sheet erosion that on the smallest scale results primarily from rainfall or sprinkler water impact and is relatively uniform over the surface. Rill erosion occurs where runoff has concentrated and gained enough force to detach soil particles. Rill patterns develop due to topographic variations that affect flow patterns of runoff. The depth of the rills may be several inches, representing considerable loss of soil over the entire slope. Continued erosion generates larger features in the slope called gullies. Steep slopes may also exhibit surface instability in the from of shallow sloughs.
Erosion is accelerated in urbanized watersheds due to man’s changes to the environment. These changes upset the system’s delicate balance and set into motion processes that are difficult to reverse. Erosion is not only a problem in urbanized areas. A 1986 Worldwatch study on soil erosion reports that soil erosion now threatens the productivity of almost half of the world’s farmland. As demand for food climbs, the world is beginning to mine its soils, converting a renewable resource into a nonrenewable one. An estimated 25 billion tons of topsoil is, in effect, disappearing each year.
Construction and developments can reduce a watershed’s absorption capacity, leading to a greater volume of runoff. Removal of protective vegetation exposes soil to the erosiveness of wind and water. Grading and other disturbances of the soil reduce the physical stability of the soil mass and make it more suseptible to the various forces that cause soil movement. Urbanization often results in flow concentrations that accelerate erosion and reduce infiltration. Even landscaping can lead to erosion: irrigation adds water to the system, which increases runoff.
Fortunately, a wide variety of erosion control approaches and methods are available today to help mitigate these impacts. From an environmental standpoint, it is always preferable to use the restoration of vegetation as a primary approach. However, when the changes have resulted in high velocity concentrated flow, some sort of structural method may some sort of structural method may have to be used. A variety of structural methods utilize both natural and manufactured products, and can often be combined with vegetation to provide a more visually attractive and environmentally compatible result.
All slope protection treatments should include both short-term and long-term measures to control water and wind erosion during and after slope grading.
Mulching, applying a soil binder, or the use of matting, netting or blankets can be used to prevent erosion until vegetation or other long-term treatment is established. The range of products is wide and can be customized for the site conditions. The temporary treatment should be porous for water infiltration, conserve soil moisture by reducing evaporation, minimize soil temperature changes and be non-toxic.
Permanent vegetative stabilization should be long-lived and require little maintenance. A diverse plant assemblage that reflects the environmental characteristics of the site will perform best whether maintained or not; the diversity enhances the success of the vegetation by reflecting natural processes, providing overall stability and displacing alien weeds. A complex root system encourages the formation of a water-stable soil structure. A varied canopy and ground cover complex provides a multi-layered protection of the ground from wind and raindrop impact. The selection of plant types should be based on specific site conditions and level of maintenance foreseen.
It is often wise to use native vegetation suited to the natural habitat. Plants not suited to the natural habitat can survive only if conditions are altered and then maintained. Irrigation is probably the most common site alteration for non-native vegetation. In areas where water is becoming a scarce and valuable commodity it is preferable to restore a self-maintaining, non-irrigated native vegetation complex rather than require continued irrigation.
If non-irrigated native vegetation is t selected, then timing is important. A planting window and soil moisture requirements at the time of planting should be tightly specified. A technique that works well for native regrowth is to scarify, chip and save the top four to six inches of top soil and vegetation at the start of site grading. The resulting topsoil seed mulch can later be respread on the finished grade surfaces.
A positive form of site alteration is to place six-inch silt fences on large, steep cut slopes. Plant development is often poor on these sites because the absence of soil and vegetation allows runoff and erosion to minimize regrowth of vegetation. The silt fences will slow runoff and trap sediment, allowing plants to develop behind them.
On some sites where soil is extremely erodible, a technique called wattling can be used. This has been in use for many years and is effective in slowing the velocity of runoff and reducing soil loss during the early stages of vegetation development. The technique involves inserting branches of plants into the soil and weaving, basketlike, other branches between them to form a sort of natural silt fence. Alternatively, bound bundles of cuttings can be laid along the slope in shallow trenches and secured with stakes.
Slope length and gradient are major factors affecting erosion. Although flattened slopes expose more surface area to be eroded, their erosiveness is lessened and both the construction of erosion protection measures and the long-term effectiveness of revegetation is enhanced.
Although smooth fill slopes have become common grading practice, they are not beneficial in terms of erosion control and the establishment of vegetation. The surface should be roughed to slow down the runoff velocity and to increase infiltration. The texture of the roughed surface should run parallel to the slope contours.
The roots of vegetation may not penetrate highly compacted fill soils of low moisture content. Whenever a fill volume is not designed to support a structure and settlement is not a concern, the degree of compaction on the outer one to three feet of soil should be reduced. Even a reduction from 90 to 85 percent in the outer one to two feet of a non-structural fill makes a difference. The deeper root penetration which results, provides soil reinforcement and protection for the soil layer, and a means of dewatering the fill mass by evapotranspiration.
The key factor in reducing erosion is control of drainage, and several measures can be taken to reduce the possibility of uncontrolled water flowing down the face of the slope. Slope terracing can reduce the runoff distance and enhance vegetation growth, and should be combined with drainage swales to collect runoff water and guide it to down drain flumes or slope pipes. Although initially expensive, installation of permanent water control devices assures better erosion protection and reduces maintenance costs.
Leaking or poorly maintained sprinkler systems can cause severe erosion gullies to occur, especially on fill slopes. Care should be taken to maintain the irrigation equipment and not over water the vegetation. One option that works well on low slopes is to place all sprinkler heads at the base of the slope and irrigate upslope only.
For more severe conditions, gravel or cobbles can provide long-term protection against erosion and allow infiltration of rainfall for vegetative growth. Erodible soil on steep slopes may also be stabilized with building blocks (block pavers) or other structural material, some of which have openings allowing vegetative growth. Severe conditions may also be treated with an erosion control reinforcement matting, or blanket, which is used with vegetation to provide a higher degree of protection than vegetation alone.
Where concentrated flow velocities are too high for non-structural methods, a more substantial treatment is needed. Some methods available for protection of slopes subject to high-velocity flow are riprap, gabion mattresses, or interlocking concrete blocks, all underlain by filter fabric. Riprap protection consists of a blanket of large rocks with sufficient size and weight to withstand anticipated water velocities. Gabbion mattresses are, relatively thin (six to eight inches) wire mattresses filled rock. Interlocking, concrete blocks are relatively thin precast concrete blocks that interlock into a continuous mat. As with gabions and riprap, this system is both flexible and permeable.
According to John Luigi of Maccaferri Gabions, “Gabion structures can be used in a variety of erosion control applications. They can be used to form monolithic protection which can withstand earth thrust, eliminate underground water and be unaffected by frost heave and ice action. They can also be used as the most technical and economical solutions to problems such as channel lining, river training, retaining structures, marina and seashore protection, bridges and culvert protection, water front restoration and reclamation projects and many applications in landscape construction. Gabion structures are flexible, permeable and durable. Their efficiency increases instead of decreases with age. Silt will collect within the void and vegetation will grow, further solidifying the structure.”
Another method of erosion control are panel, or geomatrix systems which can be anchored into the earth and filled with rock to prevent soil erosion. Armater, a product put out by Geomatrix Systems, a division of Akzo, is a three dimensional, semi-rigid geomatrix made of non-woven, polyester fabric. The hexagons that make up Armater’s honeycomb design are four inches deep and have eight inch sides. After it has been placed on a surface, it can be filled with native soils, sand, pea gravel, or other aggregate. Surface water flow is impeded and slowed by the raised edges of the hexagons. Other systems produced by Geomatrix Systems work on the same principle, with different structural design. These product applications are wide and may be used in a variety of situations. (See related story, Erosion Control Products: Making The Right Choice)
Since it is often desirable to both camouflage the structure and enhance the natural riparian habitat, these structural systems can be revegetated by filling the voids in the rocks or blocks with soil and then planting and seeding the soil surface. The underlying filter fabric should be replaced with a gravel filter layer to allow root penetration. A graded vegetation complex can be used which is suited to the water and soil conditions as they vary from the top of the slope to the bottom.
Wherever possible, grade control structures such as check dams or weirs should be used to slow concentrated flow velocities. These fix the grade at a certain elevation and allow deposition of sediment upstream of the structure. The newly flattened upstream slop serves to slow the flow velocity, spread the water out, and increase recharge into adjacent soils?EUR??,,????'??+thus enhancing vegetative growth and reducing the degree of slope protection required.
This article is an edited version of an article written by Carol Forrest, President of the International Erosion Control Association, which appeared in the October 1987 issue of The Landscape Architect and Specifier News. Carol is a senior project engineer with Woodward-Clyde Consultants, a nationwide firm of engineering, environmental and earth sciences consultants. Special thanks to John Luigi of Maccaferri Gabions and Skip Skogland of Geomatrix Systems for their contributions.
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Francisco Uviña, University of New Mexico
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Ash Nochian, Ph.D. Landscape Architect
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