Soil degradation can take place in various ways:
PHYSICAL |
CHEMICAL |
Soil Erosion |
Decrease in
fertility |
Compaction and
Crusting |
Acidification |
| |
Salinisation |
| |
Pollution from
polluted water |
BIOLOGICAL |
MAN-MADE |
Invasive biota |
Solid &
Hazardous Waste |
Eelworms &
Pathogens |
Mining &
Agriculture |
Soil erosion is a natural process, but
becomes a problem when human activity causes it to occur much faster than under natural
conditions. Annual soil loss in South Africa is estimated at 300 400 million tons,
nearly three tons for each hectare of land (Enviro Facts, 1999j).
UNDERLYING GEOLOGY
The stable granites of the north has tended to favour developments ranging from single
houses to high-rise office parks and residential properties, while the shale groups in the
inner city has given it a low lying flat terrain. The quartsite, basic lava and
conglomerate underlying parts of Hillbrow all the way to Observatory, Cyrildene and
Linksfield, have tended to give these areas a hilly terrain. The dolomite/chert underlying
Lenasia, Protea south and surrounding Dobsonville, is well known for its poor qualities to
support development (GJMC, 1997).
On the whole, the geological forms across the metropolitan area have influenced the way
the area has developed. The more favourable geological areas, like the stable granites and
quartsites in the north, have influenced the location of massive developments in these
areas, while the shales and dolomites of the south have tended to hinder development and
investments.
SOIL TYPES, PROPERTIES AND AGRICULTURAL POTENTIAL
The deep red soils of the ultramafic rocks may be active and/or compressible. The gray,
sandy soil of the Halfway House granites are very open textured and collapsible, and
excavation instability may occur. The ridges of the Hospital Hill Subgroup causes shallow
excavatibility. Compressible soils develop on the West Rand Group, while the Central Rand
Group areas all have shallow excavatibility and instability. The dolomites and chert of
the Malmani Subgroup forms dolines and sinkholes, and subsidence is a major problem.
Alluvium intrusions are associated with a shallow water table, active clays,
compressibility and a collapsible fabric.
Due to the geology, soil characteristics and geotechnical constraints, only some areas
in the north and patches in the south and west have high agricultural development
potential. A substantial volume of food and other resources thus have to be imported into
the city to sustain all the people. This increases transport costs and places even more
pressure on the city, as a man-made and - sustained environment. The few agricultural
holdings also have to be overcultivated in order to supply sufficient products.
LANDFORMS
The landforms largely determine the land use of an area. In Greater Johannesburg a
large number of ridges are viewed as status areas for living, while steep and unstable
slopes are no-go areas for development. River courses can be ideal for agriculture and
irrigation, but clayey soils, especially around the Klip River, are not ideal for
cultivation.
SLOPE CATEGORIES
Steep slopes (> 15º) are potentially unstable and pose problems for any
development. Development and human activities on the slopes may destabilise them and cause
accelerated erosion and even rock falls.
DOLOMITIC LAND
The main environmental problems associated with development on dolomitic land are the
generation of ground movement events, such as sinkholes and dolines, as well as
groundwater contamination. Sinkholes (resulting from the collapse of cavities) are
unpredictable and can cause property damage or loss of life. Most sinkholes are induced by
human activities such as dewatering due to mining and the extraction of groundwater.
Dolines are areas of shallow depression caused by either the consolidation of low density
residual soil material, or through premature termination of the process of sinkhole
formation (Buttrick & Stapelberg, 1994). Due to the relatively shallow groundwater
levels in some dolomite aquifers, these waterbodies are more prone to leachate from
mining, domestic and industrial waste. Where inappropriate development takes place on
dolomitic land, residents are prone to the hazards of ground movement events or the
pollution of the aquifer.
GEOTECHNICAL PROPERTIES
The anticipated geotechnical problems according to the geotechnical constraints of the
land are discussed under the pressure section
(Buttrick & Stapelberg, 1994). Geotechnical problems may occur in combination with
each other, e.g. where dolomite underlies collapsing soils.
ENGINEERING GEOTECHNICAL DEVELOPMENT POTENTIAL
CRITERION |
CATEGORY 1 |
CATEGORY 2 |
CATEGORY 3 |
| Agricultural potential |
Low |
Medium |
High |
| Landforms |
Convex slope Concave slope
Plain |
Talus slope Pediment
Fan
Rill erosion |
Crest Sand Bank
Drainage feature
Excavation/mine dumps/landfills |
| Slopes |
< 6º |
6-15º |
> 15º |
| Dolomites |
|
Low/medium risk of
sinkholes/dolines |
Medium/high risk of
sinkholes/dolines |
| Geotechnical Properties |
Collapsible soils Compressible soils |
Medium excavatibility Active clays
Shallow groundwater
Poorly drained areas |
Shallow excavatibility Steep/unstable slopes
Drainage channels |
AGRICULTURE
For every ton of maize, wheat, sugar or other agricultural crop produced, South Africa
loses an average of 20 tons of soil through erosion (Enviro Facts, 1999j). The loss of
protective vegetation through ploughing, overgrazing and fire makes soil vulnerable to
being swept away by wind and water. In addition, over-cultivation and compaction cause the
soil to lose its structure and cohesion and it becomes more easily eroded. Erosion will
remove the topsoil first, and once the nutrient-rich layer is gone, few plants will grow
in the soil again. Without soil and plants the land becomes desert-like and unable to
support life.
Over-cultivation, over-irrigation can lead to either salinisation or waterlogging. If
the irrigated area is subject to heavy soil-water losses through evapotranspiration, the
salts in the water remain in the soil, causing salinisation. When the salinity of the soil
reaches the limit of the plants, the land must be abandoned. On the other hand, if the
infiltration of large volumes of water causes a rising in the water table, the zone of
saturation may be brought closer to the surface, causing the soil to be waterlogged. In
dry regions, farmers often apply heavy amounts of irrigation to keep salts from
accumulating in the soil (Miller, 1993). Crops cannot grow in perpetually saturated soil
(Strahler & Strahler, 1992).
Excessive groundwater withdrawal for irrigation may lead to land subsidence and damage
to structures.
MINING
In-situ mining impacts include:
- failure of pipes may contaminate air, soil and water systems;
- radon gas released from bore holes and evaporation pond;
- failure of pond liner may contaminate soil and water; and
- long time for ecosystem to recover.
Mine dumps are a major concern in the SMSS especially close to the CBD. The reclamation
of the mine dumps causes water and dust pollution. Reclaimed areas can however be used for
the location of industries (SMLC, 1997).
INFORMAL SETTLEMENTS AND POVERTY
URBANISATION, POPULATION GROWTH AND DEVELOPMENT
The hydrological effects of urbanisation are well documented. It can alter the
hydrology of a watershed in two ways. First, an increasing percentage of the surface is
rendered impervious to infiltration by the construction of roofs, driveways, walks,
pavements, and parking lots. It has been estimated that in residential areas, for a lot
size of 1400m2, the impervious area amounts to about 25%, whereas for a lot of
560m2, the area is 80% (Strahler & Strahler, 1992). The impervious surfaces
decrease infiltration and increases overland flow, which increases the frequency and
height of flood peaks during heavy storms. This means that more topsoil is washed away
easier, erosion potential increases on the few patches of open land and there is also less
recharge to groundwater bodies. A second change caused by urbanisation is the introduction
of storm sewers. Water is now taken directly to stream channels for discharge, with a
shortened travel time and increased proportion of runoff. These two changes together
conspire to reduce the lag time
between the center of mass precipitation (CMP) and the center of mass runoff
(CMR). The chance of flooding is thus increased together with the erosion potential.
The SMLC have reported significant loss of agricultural land and natural systems due to
urban expansion. The Klip River wetlands and Klipriviersberg are under severe pressure
from urban encroachment and poor management (SMLC: LDO, 1997).
REFERENCES
Buttrick, D. & F. Stapelberg 1994: A report to the Central Witwatersrand
Regional Services Council on an Engineering Geological Study of the Central Witwatersrand
Regional Services Council area. The Council for Geoscience.
Enviro Facts 1999j: Soil Erosion. http://www.botany.uwc.ac.za/EnvFacts/facts/erosion.htm
GJMC 1997: Integrated Metropolitan Development Plan.
GJMC: Braamfontein.
Miller, G.T. 1993: Environmental Science Sustaining the Earth. (4th
ed.) Wadsworth: California.
SMLC 1997: Land Development Objective. SMLC: Braamfontein.
Strahler, A.H. & A.N. Strahler 1992: Modern Physical
Geography. (4th ed.) John Wiley: New York. |