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PRESSURES OF SOIL

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Land is the source of most of our food and raw materials and also provides us with living space. It is also the final resting-place of 90% of the waste we produce. As population and economic activity increase there is growing competition for the limited land available. South Africa has limited high potential agricultural land, most of it already cultivated. Future increases in production must come from greater output on existing land rather than bringing new areas under cultivation. In many parts of the country soil is being eroded faster than it can be replaced, undermining long term fertility (DEAT, 1997).

UNDERLYING GEOLOGY

Below are the definitions of terms used in the above linked table of the underlying geology of the Greater Johannesburg area:
Igneous rocks = solidified from mineral matter in a high temperature molten state.
Sedimentary rocks = layered accumulations of particles derived in many ways from pre-existing rocks.
Metamorphic rocks = igneous or sedimentary rocks that have been physically or chemically changed by application of heat and high pressures, due to vast amounts of accumulated sedimentary rocks subsequently deposited on top of it.
Extrusive rocks = igneous rocks that solidify on the earth’s surface.
Intrusive rocks = igneous rocks that solidify below the surface.
Alluvium = sediment deposited by a stream, that may consist of gravel, sand, silt or clay. It is found in areas subjected to flooding.
Amphibole = consists of calcium-, magnesium-, and iron-rich minerals.
Andesite = exstrusive igneous rocks with diorite composition.
Basaltic lava = extrusive highly fluid, and travels long distances to spread out in thin layers.
Basaltic lava tuff = consolidated deposit of volcanic ash.
Conglomerate = rock consisting of pebbles, cobbles or boulders in a matrix.
Dolomite = an alteration of limestone where magnesium ions replaces the calcium.
Chert = a siliceous sedimentary rock, which occurs as nodules in limestone or as rock layers.
Felsite = quartz and feldspars treated as a silicate mineral group with pale colours and low density.
Quartz = a mineral with the composition silica, an essential constituent of the felsic igneous rocks and the major constituent of sand and sandstone.
Granite = intrusive igneous rock consisting largely of the minerals quartz and feldspar.
Quartzite = metamorphic form of sandstone.
Shale = sedimentary rock of mud or clay composition, showing lamination.
Sandstone = variety of sedimentary rock consisting dominantly of mineral particles of sand grade size.
Ultramafic rocks = extreme mafic (rock-forming minerals, containing very little silica, but substantial amounts of magnesium and iron, a dark colour and high density) rocks (Strahler & Strahler, 1992).

SOIL TYPES, PROPERTIES AND AGRICULTURAL POTENTIAL

Soils can be classified according to the grade sizes of sediment particles that they contain (Strahler & Strahler, 1992):

GRADE NAME

DIAMETER LIMITS (mm)

Very coarse sand 1.0 - 2.0
Course sand 0.05 - 1.0
Medium sand 0.25 - 0.5
Fine sand 0.10 - 0.25
Very fine sand 0.05 - 0.10
Silt 0.002 - 0.05
Clay < 0.002 (2microns)

The depth (thickness) of the soil is a fundamental criterion in the evaluation of the agricultural potential of the area (Buttrick & Stapelberg, 1992).

THICKNESS OF THE SOIL AGRICULTURAL POTENTIAL
Thicker than 1 200mm High
600 – 1 200mm Moderate
300 – 1 200mm (Variable thickness) Moderate
Thinner than 600mm Low

Texture of the soil refers to the relative ratio of the grain size fractions – thus its fineness or coarseness. There are basically sand, silt and clay, according to the main constituent, but also mixtures, called loams. The soil structure refers to the presence of aggregation (lumps or clusters) of soil particles. The soil texture and structure helps determine the soil porosity and agricultural potential. The porosity is a measure of the volume of pores per volume of soil and the average distances between those spaces. A soil with more pores can hold more water and air, which also increases the agricultural potential.

CHARACTERISTIC AGRICULTURAL POTENTIAL
Sand, sandy loam, sandy clayey loam High
Sand and clay Moderate
Heaving clays Low

The average size of the spaces or pores in the soil determines soil permeability, the rate at which water and air moves from upper to lower soil layers (Miller, 1993). In the study done by the Council for Geoscience (Buttrick & Stapelberg, 1992), the soil depth (thickness), texture and drainage (effective passage of water through the soil) was assessed to determine the agricultural potential of the soil. If a soil is classified as falling in the moderate class with respect to its depth and texture, but is characterised by a layer of soil that inhibits drainage, the profile as a whole will classify as having a poor agricultural potential. If a soil would have a high potential in terms of depth, but moderate potential in terms of texture, the soil as a whole would have a moderate agricultural potential. The lowest category thus always determines the classification of the soil (Buttrick & Stapelberg, 1994). Lastly the consistence of the soil refers to the quality of stickiness of wet soil, the plasticity of moist soil and the degree of coherence or hardness of the soil when it holds small amounts of water or is in a dry state.

CONSTRUCTION MATERIAL RESOURCES

Various quarries are being exploited for construction materials, and were assessed on the basis of various criteria:

  • type of construction material
  • reserves
  • degree of weathering
  • thickness of the overburden
  • accessibility to transport routes
  • environmental impact of mining the resource
  • non-reserved area
  • proximity to consumer required treatment of quarried material (Buttrick and Stapelberg, 1994).

Building material is classified on the basis of various properties such as mode of deposition, grading and source material. Natural sand is a fine aggregate (0,5-2,0 mm) resulting from the natural weathering of rock. The mechanical crushing of rock creates manufactured sand, while stone aggregate is rock that is crushed to specified sizes after quarrying or mining.

LANDFORMS

LANDFORM GROUP

DESCRIPTION

LANDFORM

DESCRIPTION

Crest Top of any topographic region Hill crest  
Ridge Elongated crest
Mesa Flat top hill
Tor Pile of rock slabs standing on end
Slope Inclined ground surface Debris slope Coarse debris against steep slope
Convex slope Domed slope
Concave slope Hollowed slope
Straight slope No change in angle of the slope
Pediment Transition between hill and plain
Dissected pediment As above, but incised by dongas
Fan Alluvial material deposited by stream/river
Plain Large expanse of flat ground    
Drainage feature   Gully head Area at head of gully
Donga/gully Erosion channel due to concentrated runoff
Rill erosion Feature of sheet erosion
Pan Shallow, poorly drained depression
Pan side  
Pan floor  
River terrace Indicator of historic higher drainage channel
River bank  
Levee Raised river bank
Flood plain Low lying, flat area adjoining rivers
Vlei/marsh Low lying, poorly drained area with abundent vegetation
Sand bank Alluvial deposit
River channel Primary drainage line
Drainage channel Smaller drainage line
Solution feature   Sinkhole Depression not related to surface drainage, but to underground solution of rocks
Surface water   Dam Man made reservoir
Lake Natural water mass
Cultural landform Man made landform Excavation Depression due to the removal of construction materials
Disturbed land Mine dumps, landfill areas

(Buttrick & Stapelberg, 1994)

SLOPE CATEGORIES

Slope categories are commonly seen as:
Gentle slopes:        < 6º
Moderate slopes:    6 - 15º
Steep slopes:         > 15º.

DOLOMITIC LAND

Dolomitic land refers to land underlain directly or at shallow depth (less than 100m) by dolomite rocks. Dolomite is a sedimentary rock (formed by precipitation of shallow water in lakes and oceans) having the composition calcium magnesium carbonate. Carbonate minerals are highly susceptible to chemical weathering. The main problems associated with development on dolomitic land, are the generation of ground movement events, such as sinkholes and dolines and also groundwater contamination.

GEOTECHNICAL PROPERTIES

Various geotechnical land classes were identified during the geotechnical study of the area (Buttrick & Stapelberg, 1994).

CLASS

CHARACTERISTIC

POTENTIAL GEOTECHNICAL PROBLEMS

1

Underlain by dolomite Potential sinkhole and/or doline

2

Scattered outcrop areas Excavatibility problems, high costs

3

Steep topographic slope Increased potential for soil erosion, instability and costly methods

4

Drainage channels, poorly drained areas Flood damage and water pollution

5

Heaving clays Variable extent of structural damage particularly in rigid structures

6

Shallow groundwater level Reduced bearing capacity, rising damp in walls and risk of groundwater pollution

7

Potentially highly compressible soils Differential consolidation by differential loading and structural damage

8

Collapsing soils Structural damage to rigid structures

AGRICULTURE

The city relies on the input of food from the agricultural regions in the outskirts. With urbanisation and population growth, more food is required from smaller agricultural areas. This encourages over-cultivation, with large amounts of pesticides, water and fertilizers being used to increase crop yield. This in turn means that the soil quickly becomes nutrient deficient and overexploited land erodes easier, and the land will eventually be unable to support life. Lots of nutrients are also washed into rivers and cause problems such as eutrophication (excessive growth of algae in a stream or lake, as a result of the input of large amounts of nutrient ions, especially nitrate and phosphate).

MINING

The prevailing wind direction on the Johannesburg mining reef is north, northwest. This will determine the slopes most likely to be eroded by wind, as well as the areas of dust pollution. Other mining pressures include ungrassed old dumps and slimes dams, as well as incorrect mining and rehabilitation methods, which increase erosion.

INFORMAL SETTLEMENTS AND POVERTY

Pressures due to poverty and informal settlements include a lack of services and housing space, but is detailed in the poverty and land pollution sections.

URBANISATION, POPULATION GROWTH AND DEVELOPMENT

Pressures include higher densities of housing, increased removal of vegetation and disturbance of steep slopes, destabilisation of slopes due to roads, an increase in impermeable surfaces and an increase in sewerage and waste.

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.

Department of Environmental Affairs and Tourism 1997: White Paper on Environmental Management Policy. DEAT: Pretoria.

Miller, G.T. 1993: Environmental Science – Sustaining the Earth. (4th ed) Wadsworth: California.

Strahler, A.H. & A.N. Strahler 1992: Modern Physical Geography. (4th ed.) John Wiley: New York.

 

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Last updated: March 15, 2000.
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