2. MONITORING PROGRAMME

2.1 Selection of Catchment

The Mooi River Catchment (Figures 1 and 2), was selected as the first priority catchment for intensive radioactivity monitoring for reasons including the following:

  1. Major gold mining activity is carried out in the region, with the potential for pollution of surface and ground water. The region has several large active gold mines which discharge fissure and process water into the aquatic environment.

  2. The upper section of the catchment has numerous diffuse sources from old and abandoned mine workings and mine residue deposits.

  3. There are many informal settlements within the region, giving rise to possible consumption of untreated surface and ground water.

  4. Formal townships, closely related to the mining activities, occur in the catchment. Carletonville municipality abstracts a small portion for water use from boreholes and Potchefstroom municipality abstracts water from the Boskop dam for domestic water use. During the course of the study, questions were raised regarding elevated levels of radioactivity in streams, within the catchment, that could have a negative impact on the quality of the untreated raw water supplied to Potchefstroom, located at the lower end of the catchment.

2.2 Characterisation of the Mooi River Catchment and Water Use

The Mooi River catchment consists of the Mooi River, Wonderfontein Spruit (Mooi River Loop) and Loop Spruit. The various dams situtated in the catchment include the Donaldson, Klipdrift, Boskop and Potchefstroom (Lakeside) Dams. The catchment is situated on the Far West Rand with the upper section in the Gauteng Province and the lower part of the catchment in the North West Province. The Mooi River and its tributaries receive contamination from a wide variety of point and diffuse sources. The headwaters of the Wonderfontein Spruit originate around the mine residue deposits of several old and abandoned mines. These mine tailings dams, sand dumps and rock dumps are potentially significant contributors to diffuse contamination. Furthermore, numerous active gold mines are discharging fissure and process water into the water environment.

Most of the area is underlain by dolomite of which three of the dolomite compartments are dewatered by the gold mines. The water in the Wonderfontein Spruit is diverted into a one-metre diameter pipeline, which transports the water over two of the dewatered compartments. The Mooi River and its tributaries run through the magisterial districts of Potchefstroom, Westonaria, Oberholzer, Fochville and Carletonville. A number of growing communities are located in the catchment, including Kagiso, Mohlakeng, Toekomsrus, Rietvallei and Bekkersdal. These developments, as well as informal developments, contribute to the diffuse sources of pollution.

Rand Water supplies nearly all the water required for domestic use in the area, excluding Potchefstroom and the lower Mooi River area which is supplied by Potchefstroom municipality from the Boskop Dam. Carletonville Municipality sometimes extracts water for Welverdiend from a borehole in the Turffontein compartment.

Industrial use of water from the Mooi River is concentrated in and around Potchefstroom. Some water is abstracted by farmers along the lower reaches of the river for livestock watering and domestic supplies. The Mooi River is further used for angling and general recreational purposes.

Data on water usage by the various informal communities in the catchment were gathered primarily to establish usage for drinking water purposes (Appendix 1). This was important for determining the degree of conservatism inherent in assuming sole continuous use of the water for drinking purposes.

2.3 Selection of Monitoring Sites

During the initial stages of the monitoring programme 39 sampling locations (28 surface water sites, and 11 groundwater sites) were selected on the recommendation of the Gauteng Regional Office (Figure 2). Sampling was started in January 1997. In addition to the sites selected initially, the two untreated, raw water abstraction points at the Potchefstroom purification works were added, some time after initiation of the monitoring programme.

Table 1 summarises the sampling site information and identifies the location of the sites.

TABLE 1: Site, station numbers and monitoring point names, together with positional data.

Station number

Site No

Monitoring Point Name Waterbody Name Latitude Longitude
C2H152Q01

1

Luipaardsvlei (At rail bridge from Turk Shaft to 1st West Gm Wonderfontein Spruit [C2] 26°08'23" 27°46'00"
C2H153Q01

2

Rietvlei (Randfontein Azaadville bridge) Wonderfontein Spruit [C2] 26°09'52" 27°46'02"
C2H154Q01

3

Luipaardsvlei (Doornkop Randfontein (R559) road bridge) Wonderfontein Spruit [C2] 26°15'57" 27°41'58"
C2H025Q01

4

No 7 At Gemsbokfontein Wonderfontein Spruit [C2] 26°17'18" 27°40'09"
C2H080Q01

5

Wonderfontein-End of 1m Pipe from Venterspost Gold Mine Venterspost Gold Mine-Transfer [C2] 26°19'35" 27°24'38"
C2H030Q01

6

Oog Van Wonderfontein-Canal from Wonderfontein Eye Wonderfontein Eye [C2] 26°18'47" 27°29'20"
C2H155Q01

6A

West Driefontein (down stream North Shaft Purification Works) West Driefontein Gm-Fissure Water [C2] 26°21'49" 27°28'22"
C2H063Q01

7

Canal at Rooipoort West Driefontein Gm-Transfer [C2] 26°20'26" 27°25'33"
C2H156Q01

7A

Carltonville West Driefontein Gm-C.Ville Cemetary Road Bridge West Driefontein Gm-Process Water [C2] 26°21'31" 27°26'00"
C2H157Q01

8

Wonderfontein-Low water bridge to Abe Bailey Nature Reserve Mooirivierloop [C2] 26°19'25" 27°21'15"
C2H069Q01

9

Blaauwbank Mooirivierloop [C2] 26°22'32" 27°13'51"
C2H158Q01

10

Blyvooruitzicht Gold Mine-discharge To Doornfontein canal east of Pw Blyvooruitzicht Gm-Fissure Water [C2] 26°23'15" 27°22'24"
C2H159Q01

11

Doornfontein Gm-Gold Plant discharge in canal upstream Doornfontein excess Doornfontein Gm-Fissure Water [C2] 26°22'31" 27°20'12"
C2H160Q01

12

Doornfontein Gold Mine-Number 3 Shaft discharge Doornfontein Gm-Fissure Water [C2] 26°25'29" 27°21'02"
C2H161Q01

13

Turffontein-gravel road bridge to Muiskraal Mooirivierloop [C2] 26°26'05" 27°09'07"
C2H162Q01

14

Gerhard Minnebron-Rysmierbult road bridge upstream of Boskop Dam Mooirivierloop [C2] 26°30'52" 27°07'29"
C2H163Q01

15

Western Deep Levels-farm bridge downstream of No 7 Shaft Slimes Dam Varkenslaagte Spruit [C2] 26°26'06" 27°20'22"
C2H164Q01

16

Buffelsdoorn-Elandsrand Gold Mine Elandsrand Gm-W Nursery Dam Overflow[C2] 26°26'44" 27°20'40"
C2H165Q01

17

Deelkraal Gold Mine recreational dam overflow Deelkraal Dam-Outlet [C2] 26°27'18" 27°19'05"
C2H166Q01

18

Buffelsdoorn-Johannesburg/Potchefstroom road bridge Buffelsdoorn Spruit [C2] 26°29'33" 27°22'24"
C2H167Q01

19

Elandsfontein-Johannesburg/Potchefstroom road bridge Elandsfontein Spruit [C2] 26°27'24" 27°25'15"
C2H168Q01

20

Kraalkop-Old Johannesburg/Potchefstroom road bridge Kraalkop Spruit [C2] 26°26'21" 27°29'56"
C2H169Q01

21

Weltevreden-Losberg/Bank road bridge Loop Spruit [C2] 26°28'44" 27°32'22"
C2H170Q01

22

Klipdrift Dam-Outflow into concrete irrigation canal Loop Spruit [C2] 26°37'01" 27°17'46"
C2H171Q01

23

Gempost-Venterspost Gold Mine Pipe from No 5 Shaft Venterspos Gold Mine-Fissure Water [C2] 26°24'29" 27°10'42"
ZLUIPAAR1

24

Plot 40 Luipaardsvlei-35m south east of farm house Borehole [C] 26°14'06" 27°44'49"
ZCARLTON1

25

Plot No 9 Carltonville Borehole [C] 26°19'41" 27°22'24"
ZWELVER1

26

Plot at Welverdiend Borehol [C] 26°22'13" 27°19'38"
ZWELVER2

27

Welverdiend municipal water supply 2km south of Welverdiend Borehole [C] 26°23'54" 27°17'16"
ZBLAAUB1

28

Blauubank 100m east of house Borehole] 26°23'03" 27°12'40"
C2H013Q01

29

Turffontein Upper Turffontein Eye [C2] 26°24'29" 27°10'42"
C2H011Q01

30

Gerhardminnebron Gerhardminnebron Eye [C2] 26°28'37" 27°09'09"
ZWONDER1

31

Oog Van Wonderfontein 110 between piggery buildings Borehole [C] 26°17'41" 27°29'05"
ZDEPAN1

32

Plot 84 De Pan Borehole [C] 26°15'38" 27°26'07"
ZKRAALK1

33

Plot Kraalkop Borehole [C] 26°26'26" 27°28'40"
C2H172Q01

34

Bovenste Oog Van Mooirivier Bovenste Oog [C2] 26°12'02" 27°09'45"
C2H173Q01

35

Mooi River: Potchefstroom Purification Works-Western abstraction point from canal Boskop Dam-Outlet [C2] 26°39'37" 27°05'09"
C2H174Q01

36

Mooi River: Potchefstroom Purification Works-eastern abstraction point Potchefstroom Dam-Outlet [C2] 26°39'42" 27°05'11"
C2H175Q01

37

Harry's Dam (Uitspanning at Wonderfontein) Wonderfontein Spruit [C2] 26°20'10" 27°20'15"
C2H176Q01

38

Doringdraai Dam Welverdiend Varkenslaagte Spruit [C2] 26°23'18" 27°16'27"
C2H033Q01

39

Doornfontein Buffelsdoorn Spruit [C2] 26°26'12" 27°19'38"

Factors taken into account in the selection of the sites included:

2.4 Sampling Frequency and Duration

Since, for chronic radiation exposures, it is the cumulative radiation dose that is important, doses to the public are normally integrated over a full year of exposure for the purposes of assessment. The exact yearly dose from environmental radioactivity, which varies over time, particularly in water sources, can only be determined with high frequency monitoring, ideally on a continuous basis. This was, however, not possible in practice due both to analytical capacity constraints and to budgetary constraints. A compromise had to be reached to ensure reasonable accuracy of the estimation of the integrated annual dose. Thus to achieve a reasonable estimate of integrated annual radiation dose, a weekly sampling frequency and a 25 week sampling duration was adopted for the first phase of the study (7 January to 25 June 1997). Preliminary analysis of the data from the first phase of the study showed that significant autocorrelation existed for the radioactivity data gathered at intervals of less than one month (see Appendix 3). This implied that the sampling frequency could be reduced to once a month without a significant loss in the ability to estimate the annual dose with a reasonable degree of accuracy. Thus, during the second phase of the study (July to December 1997), data was gathered on a monthly rather than on a weekly basis.

2.5 Geological and Radiological Characteristics of the Catchment

Because gold mining was established in the Mooi River catchment long before radioactivity measurements were made, it was not possible to establish unequivocally the true natural background level, especially as the natural ground water recharge constitutes a significant proportion of the base flow of the river. Recent gamma ray spectrometric surveys and a large body of radioactivity measurements on geologically similar areas for airborne radiometric mapping of the environmental impact of gold and uranium mining in Gauteng Province, South Africa, were also reported by Coetzee, H, (1995) [10]. The pertinent geological factors are as follows:

The highest naturally occurring uranium series activities in the area are found in the gold reefs of the Witwatersrand Supergroup. These, however, are extremely limited in outcrop, generally sub-outcropping below hundreds or thousands of metres of younger cover rocks.

2.6 Variables Measured and Data Collected

2.6.1 Radionuclides

The three natural radioactive decay series of relevance are those headed by the radionuclides uranium-238, uranium-235 and thorium-232. Details of these decay series and an explanation of terms are given in Appendix 2. The radiological variables originally requested from the AEC for analysis were gross alpha activity and the individual activities of uranium-238, radium-226 and thorium-232. The AEC contributed significantly to the study by determining, in addition, gross beta activity and the individual activities of radium-223, radium-224 and uranium-235. During the second phase of the study the number of radiological nuclides measured was increased to include polonium-210, lead-210, thorium-230, thorium-227, uranium-234, and radium-228. This was done in order to clarify uncertainties in the dose calculated, relating to the non-equilibrium of nuclides with the parent nuclides in the water phase. It was also decided that the protactinium-231 and actinium-227 in the water samples had to be determined on a limited set of samples.

Additional analyses on the last batch of samples were also performed. These analysis included radiological variables on the suspended solids that were left on the filter in the samples.

The use of gross beta measurements for estimating the contributions of beta emitters to the total radiation dose could not be considered, because the measurements were deemed to be unreliable owing to analysis problems caused by the effects of water chemistry. The AEC concurred that the well-established gross beta measurement techniques used by them could not be regarded as suitable for the determination of very low beta activity concentrations in waters characteristic of those sampled in this study. It was accordingly decided not to accept the gross beta data set, but rather to measure those beta emitters likely to contribute significantly to the total ingestion dose, in phase two of the study. Beta emitters measured included lead-210, radium-228, and actininium-227

The methods used for radiological analysis of the samples are given in Appendix 2.

2.6.2 Chemical Variables

Chemical variables, both major inorganic and trace metal constituents, were measured by the IWQS laboratories. The primary reason for collecting chemical variables was to establish whether a relationship could be found between dose and the chemical variables, so as to answer the question as to whether any of the chemical variables could be used as surrogate parameters.

The chemical variables measured were:

  1. The following metals (dissolved fraction): aluminium, barium, bismuth, iron, manganese, lead, yttrium and germanium.

  2. The following major inorganic determinands: pH, electrical conductivity, total alkalinity, sodium, potassium, calcium, magnesium, ammonium, chloride, fluoride, sulphate, nitrate + nitrite (as N), phosphate as P, and silicate as Si.

The most significant of the chemical variables measured was possibly sulphate, which is formed by the oxidation of pyrite in the mine residue deposits, leading to acidic conditions conducive to the mobilization of some radionuclides into water.

2.6.3 Other Data

Although the radiological data gathered in this study related primarily to radioactivity in the dissolved constituents of the water, limited data were gathered also on radioactivity in the suspended solids. No data on environmental levels of radioactivity in sediments, river banks, vegetation or other possible elements of the human food chain were gathered. Instead, potential radiological impacts from exposure pathways other than drinking water were estimated on an order-of-magnitude basis through the use of screening models.

Other data collected were flow and rainfall data where available. From the very limited river flow and rainfall data that was available for the catchment, no correlation could be established with the radiological data. Unfortunately very few radiation monitoring sites corresponded with flow gauging sites. In the few sites that did correspond, the flow was heavily influenced by man made structures such as dams, weirs, canals and treatment works. This resulted in a highly modified pattern of flow which displayed little or no correlation with radioactivity.

2.6.4 Access to Analytical Data

Analytical results collected during the study can be obtained from the Hydrological Information System (HIS) of the Department of Water and Sanitation. Requests for data from the HIS can be sent directly to:

Directorate: Hydrology

Department of Water and Sanitation

Paterson 536

Private Bag X313

Pretoria 0001

Tel: (012) 338 7500, ask for the Data Supply Section in Directorate: Hydrology

Fax: (012) 326 1488

The official departmental station numbers, provided elsewhere in the report (example C2H073) should be provided with all data requests. Data can be provided in an ASCII format and files can be provided via e-mail.

2.7 Quality Control

A number of actions were taken to address quality control. As a quality control measure, split samples were analyzed by three laboratories, as part of phase two (Appendix 5). These confirmed the accuracy of the radiological analyses.

The AEC conducted the radiometric analyses of the water samples for the study. As a CNS-recognised laboratory, the AEC adopts approved methods and procedures for analysis, and incorporates specific quality control methods. The quality control and validation done by the AEC’s Radioanalytical Laboratory is shown in Appendix 6.

Measurements of uranium by both radiochemical and ICP-MS techniques, during the second phase of the study, allowed comparisons to be made as an additional quality control check. The following good correlation for uranium concentration in mg/l was obtained by linear regression from the 98 samples analysed:

[U]ICP-MS = 0,993 x [U]Radiochemical - 0,563 (r2 = 0,906)

Thorium-232 was also measured by both techniques in the second phase, but a correlation between the two techniques could not be established because the ICP-MS measurements were frequently at the lower limit of detection and therefore inapplicable.

In natural uranium, the activity ratio between uranium-238 and uranium-235 is 21,719. The following good correlations, between the data for the two isotopes, were obtained by linear regression:

Radiochemical (phase 2), 98 data: 238U / 235U = 21,341 ± 0,115 (r2 = 0,996)

ICP-MS (phase 1), 570 data: 238U / 235U = 20,785 ± 0,030 (r2 = 0,999)

ICP-MS (phase 2), 63 data: 238U / 235U = 22,171 ± 0,571 (r2 = 0,860)