KLIP RIVER: Hydrology and geohydrology

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Map of the KLIP River

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HYDROLOGY
The uppermost reach of the Klip River (first 10 kilometres running southwards) has a steep gradient of more than 4 m/km. Thereafter, the gradient flattens continuously after the rivers eastward turn, and the gradient is especially low (<2 m/km) in the lower section of the river (from Rietspruit confluence). The natural mean annual runoff (MAR) of the Klip River catchment is estimated to be in the vicinity of 111 x 106m3/annum (Stewart Scott et al, 1996). The average returns are in excess of 200 x 106m3/annum, showing how dominant effluent return flows are in the catchment. Although more water is generally seen as a good thing, there are various negative connections to this increased amount of water being transported to the Klip River. (Ref 1)
The most important being reduced water quality, and reduction in natural habitats for biota, increased bank erosion and lack of naturally occurring floods as stimuli for fish migration. On the positive side, the return flow ensures the river to be perennial, permitting year round recreational activities, irrigation and also provides a permanent source of water for wildlife (DWAF, 1999).    (Ref 1)
The urban areas cover approximately 20% of the surface area in the catchment. The paved surfaces of urban areas cause an increase in surface run-off during the wet summer months and a decrease in sub-surface flow during the winter months (Stewart Scott et al., 1996). Dams and impoundments occurring in the catchment are primarily structures associated with mining (especially in the upper catchment). Only two impoundments occur in the mainstream, namely at Olifantsvlei Waste-water Treatment works (WWTW) and a weir at Henley-on-Klip . The present use of impoundments is predominantly for recreational activities, although the quality of the water is not always within limits for this use.   (Ref 1)
    GEOHYDROLOGY                                    
  References                                      

Ref 1: etd.rau.ac.za/theses/available/etd-05102005-113926/restricted/CHAPTER2Catchment_.pdf
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