The influence of the irrigation on groundwater at the Vaalharts Irrigation Scheme
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Verwey, Philippus Marthinus Jacobus
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University of the Free State
Abstract
Showing abstract in English
English: Vaalharts Irrigation Scheme is not only the largest in the country it is known as "The Food
Basket".
In 1875, Mr Ford, a Government Surveyor got the idea that the Vaalharts area has
irrigation scheme possibilities due to the topography of the area. The proposal was
approved by government in 1833. Planning, soil tests and more surveys to investigate the
possibility were done. A weir was constructed, in the Vaal River, 8.5 km upstream from
Warrenton, to deviate water to the Jan Kempdorp/ Hartswater area. In 1938 the first
farmers received plots. Today there are almost 1200 plots vary in size from 25 - 75 ha it
cover a total area of 35 302 ha.
At the start of the irrigation project the water table was 24 mbgl by 1971 it has risen to 1.5
mbgl and waterlogging was experienced. Streutker studied what the cause of the
watertabie rising were. The feeder canals were ground canals and it leached to the water
table causing the rise, the canals were lined. The water table remained high, in 1976
Gombar & Erasmus investigated the possibility to drain the area with boreholes. It was a
solution but to expensive, The water in the Spitskop dam in the Harts River, were all the drain water flow to do not
show parallel deterioration and accumulation of salt as the groundwater in the irrigated
areas. A research done by Haroldt & Bailey investigated where does the salts and water
go. Findings was that there are a "salt sink" present, mainly due to a perched water table
and if at some stage the sink will be exhausted it would have severe effects.
A 2004 research was done to find the "salt sink". Boreholes were drilled to study the
groundwater characteristics, piezometers were installed, to check the possibility of two
aquifers. The study concluded that water levels do not differ more than centimetres in the
deep and shallow water systems. Water quality as profiled in piezometers indicated no
major stratification of groundwater. The deep lying aquifer does not perform separately,
thus no "salt sink". This study was done to conclude what is the effect of the irrigation on the groundwater and
the following was done:
• Planning and Installation of piezometer network
• EC profiling of the piezometers
• Monitor groundwater levels and EC's
• Determine Hydraulic Conductivity
• Sample collection and chemical analyses
• Monitor flow of drains in the K block
• Develop groundwater level contour maps
• Develop and run a model to estimate drainage needs
• Calculate salt and water balance
A Piezometer network consisting of 246 piezometers were installed between Taung in the
North and Jan Kempdorp in the south, 208 were surveyed for XYZ coordinates and used
for monitoring.
The water levels and EC values were measured four times over a period of a year to cover
all seasons. The average water level was 1.63 mbgl and the EC average were 191.5
mS/m. Twenty five piezometer sites were selected to cover as much of the soil types present as
possible, to determine the hydraulic conductivity. It was between 0.002 and 5.2 m/d. A
map was generated to visualize it, and the values were used in the modeling of the drain
zones.
Water and salt Balance:
The leaching requirement to ensure sustainable farming is 611.5 mm/a. According to the
water balance it is 562 mm/a.
Incoming salts through irrigation water = 4.65 tlha/a.
The TDS determined in 1976 averaged 1005 mg/I, in 2004 it was 1350 mg/I, an average
increase of 13 mg/I/a. During the research period it were 1476 mg/I, an increase of 96 mg/I in 5 years an average
increase of 19.25 mg/I/a.
Irrigation salt not drained = 0.8 t/ha/a
Upgrading of all infra structure is essential. Internal subsurface drainage should be
cleaned and replaced and the spacing should be decreased to drain the area more
effective. Effective drainage would minimize the salt loss prevent a salt build up and have
a positive influence on farming and crop quality in the area. The drained water can be
reticulated to a transpiration pond to recover the salt thus preventing it from influencing
nature and activities downstream.