Marloth Park Management Plan. - Nkomazi Local Municipality

Marloth Park Management Plan. - Nkomazi Local Municipality Marloth Park Management Plan. - Nkomazi Local Municipality

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However, reasonable management can limit soil erosion to an acceptable level, where utilisation of the resources is not influenced negatively. This acceptable level is usually determined as the level, where no perceptible loss of soil is observed. The main causes of soil erosion are wind and water. Where the herbaceous cover of the soil is thin, the top layer of the soil is compacted by raindrops. Therefore, water infiltration decreases and water run-off increases, resulting in the displacement of the topsoil. In South Africa water erosion is significant in areas receiving more than 100 mm of rain per year, whereas wind erosion is restricted to areas receiving less than 400 mm of rain per year. Vertic soils are more prone to erosion than sandy soils. Prevention of soil erosion starts with the prevention of the deterioration of the veld and the development of bare patches. Prevention of the formation of new erosion ditches and the expansion of existing dongas is of importance. This management aim is reached by reducing water run-off in catchments areas by establishing a good grass layer and diverting the run-off water from the erosion ditch. Ditches that have only begun to form should be stabilised first, before extensive dongas are reclaimed. Complete repair of short ditches is preferable to only partial repair of extensive dongas. Existing erosion ditches need to be prevented from becoming deeper, wider and longer. Erosion of the donga floor is controlled by the construction of walls made of stone, concrete, wire baskets filled with stones (gabions) or a combination of these materials. These walls are anchored deep in the floor and the sides of the donga. Large stones are placed at the bottom and along the gully wall. Then smaller stones are stacked on top to build the wall. The upstream side of the wall is constructed with a slope, while the downstream side is vertical. Water cannot flow underneath or around these structures. Silt accumulates on the upstream side and vegetation establishes itself on the structures as well as the donga floor, where moisture is retained. To accelerate to process of rehabilitation, creeping grass species such as couch grass Cynodon dactylon can be planted on the slope of the artificial walls. The initial wall need not be high. As silt builds up, the wall can be raised. However, the minimum height of a wall should be constructed in such a way that water flowing over the dam does not exceed 0.6 m. Building walls at the head of a donga or ditch prevents them from growing longer and wider. The wall needs to be constructed in such a way, that water cannot flow into the ditch from the side and cause the walls to cave in. Therefore, walls need to be higher than the ditch itself and additional low walls, parallel to the edge of the ditch need to be constructed. The water is then directed into the gully by predetermined channels. © Ecological Associates/ Marloth Park 109

Recommendations for Marloth Park Marloth Park is dominated by sandy soils that are not very susceptible to erosion due to good water infiltration and percolation properties. The slightly undulating terrain form, furthermore limits water velocity and extreme soil loss. However, soils on degraded areas such as on the old cultivated areas or Dichrostachys cinerea – Tragus berteronianus Low bushland plant community, is more prone to erosion and topsoil loss due to poor herbaceous basal cover. This poor cover can be attributed to increased competition from the tree layer, dominated by sickle bush Dichrostachys cinerea, constant grazing pressure and high stocking rates of impala Aepyceros melampus melampus. The soil surface in such patches also tends to compact and develop a hard crust that sheds water. Temperatures exceeding 52° C at a depth of 50 mm has been recorded on these barren areas, exacerbating the degradation. Regeneration of such areas is slow and failures are common, due to low and unreliable rainfall. Rehabilitation programmes on degraded veld is usually aimed at improving the microclimate and re-establishing a good basal cover. Methods used to break the crust on compacted areas can vary from shallow working with a toothed harrow, to deep working with a tined implement. In arid regions, success has been achieved using a dyker plough to form a series of pits scattered across the surface. These pits accumulate and hold water, providing a suitable seedbed for plants. Best results have been achieved where seed has been sown into the pits. It is recommended that sheet erosion, such as experienced in the Dichrostachys cinerea – Tragus berteronianus Low bushland plant community be remedied using a number of integrated treatments to ensure success. The first would be to reduce the tree density, the second to scarify the soil surface, third to reseed the area and fourth to brush-pack the surface. Tree densities can be reduced by manual and chemical treatment, as described in the section on bush encroachment. Scarification and reseeding can be achieved as described in the section on rehabilitation. Once these objectives had been met, the area can be brush-packed to a thickness of 0.5 m using the sickle bush Dichrostachys cinerea branches that had been cut down. Implementing these actions will improve water infiltration, reduce erosion, create suitable microhabitat for the germination of grass seeds and keep animals out until the area has recovered sufficiently to again sustain utilisation. © Ecological Associates/ Marloth Park 110

However, reasonable management can limit soil erosion to an acceptable level, where<br />

utilisation of the resources is not influenced negatively. This acceptable level is usually<br />

determined as the level, where no perceptible loss of soil is observed.<br />

The main causes of soil erosion are wind and water. Where the herbaceous cover of the soil is<br />

thin, the top layer of the soil is compacted by raindrops. Therefore, water infiltration<br />

decreases and water run-off increases, resulting in the displacement of the topsoil. In South<br />

Africa water erosion is significant in areas receiving more than 100 mm of rain per year,<br />

whereas wind erosion is restricted to areas receiving less than 400 mm of rain per year. Vertic<br />

soils are more prone to erosion than sandy soils.<br />

Prevention of soil erosion starts with the prevention of the deterioration of the veld and the<br />

development of bare patches. Prevention of the formation of new erosion ditches and the<br />

expansion of existing dongas is of importance. This management aim is reached by reducing<br />

water run-off in catchments areas by establishing a good grass layer and diverting the run-off<br />

water from the erosion ditch. Ditches that have only begun to form should be stabilised first,<br />

before extensive dongas are reclaimed. Complete repair of short ditches is preferable to only<br />

partial repair of extensive dongas. Existing erosion ditches need to be prevented from<br />

becoming deeper, wider and longer. Erosion of the donga floor is controlled by the<br />

construction of walls made of stone, concrete, wire baskets filled with stones (gabions) or a<br />

combination of these materials. These walls are anchored deep in the floor and the sides of the<br />

donga. Large stones are placed at the bottom and along the gully wall. Then smaller stones are<br />

stacked on top to build the wall. The upstream side of the wall is constructed with a slope,<br />

while the downstream side is vertical. Water cannot flow underneath or around these<br />

structures. Silt accumulates on the upstream side and vegetation establishes itself on the<br />

structures as well as the donga floor, where moisture is retained. To accelerate to process of<br />

rehabilitation, creeping grass species such as couch grass Cynodon dactylon can be planted on<br />

the slope of the artificial walls. The initial wall need not be high. As silt builds up, the wall<br />

can be raised. However, the minimum height of a wall should be constructed in such a way<br />

that water flowing over the dam does not exceed 0.6 m. Building walls at the head of a donga<br />

or ditch prevents them from growing longer and wider. The wall needs to be constructed in<br />

such a way, that water cannot flow into the ditch from the side and cause the walls to cave in.<br />

Therefore, walls need to be higher than the ditch itself and additional low walls, parallel to the<br />

edge of the ditch need to be constructed. The water is then directed into the gully by<br />

predetermined channels.<br />

© Ecological Associates/ <strong>Marloth</strong> <strong>Park</strong> 109

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