1. Introduction

JWARP

Journal of Water Resource and Protection

1945-3094

Scientific Research Publishing

10.4236/jwarp.2019.112009

JWARP-90340

Articles

Earth&Environmental Sciences

Evaluation and Impact of a Polluted Stream on the Integrated Management of a Drinking Water Resource: A Case Study of the Middle Vaal River, South Africa

Shalene

Janse van Rensburg

¹Sandra

Barnard

²^*

Unit for Environmental Sciences and Management, North-West University, Potchefstroom, South Africa

Midvaal Water Company, Stilfontein, South Africa

24012019

11021481657, December 201828, January 2019 31, January 2019

2014

This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/

The Koekemoerspruit is a possible pollution source of the Middle Vaal River, an important drinking water source in South Africa. This case study aimed to establish the water quality of the Koekemoerspruit, to evaluate the impact of the Koekemoerspruit on the Vaal River, and to use this information to identify shortcomings in the monitoring program. Monthly and weekly samples from both the Vaal River and the Koekemoerspruit were analyzed at an accredited testing laboratory based on ISO 17025 for 20 chemical methods. A dataset from 2002 to 2015 was statistically analyzed by means of Statistica software, the Mann-Kendall test and the Sens’s slope to determine descriptive statistics and significant trends respectively. The sites’ water quality was evaluated by comparison with both national drinking water standards and environmental target water quality objectives. Results indicated that the target water quality objectives for orthophosphate, nitrate and nitrite, and ammonia concentrations were considerably exceeded in the Koekemoerspruit. The drinking water quality of the Koekemoerspruit and the Middle Vaal was noncompliant with South African standards. Color, electrical conductivity, turbidity, sulfate, recoverable cyanide and arsenic at one site posed aesthetic, operational, acute and chronic health risks. Color, mean ammonia and total chlorophyll concentrations displayed significant trends of increase over time and increased drastically after 2012 at the site where water enters the Middle Vaal River. However, the Koekemoerspruit did not seem to have a significant impact on the overall water quality of the Middle Vaal River, except for total chlorophyll concentrations. Moreover, the review and recommendations for optimizing the water quality monitoring program proved that original monitoring objectives have been achieved. The reviewed monitoring program has consequently been adopted in the water safety plan to address the shortcomings that were identified during this case study.

Target Water Quality Eutrophication Domestic Wastewater Mining Pollution

1. Introduction

A healthy river ecosystem is an essential resource for surrounding communities in terms of drinking water, agriculture, and industries. Therefore, Integrated Water Resources Management (IWRM) was introduced to improve management of the physical environment and its use by the different water divisions [1] . IWRM has to take into account both economic benefits and ecological concerns [2] . In this respect, IWRM succeeds in satisfying present needs and usually does not consider future changes. Environmental monitoring is essential for detecting water quality and land use changes as well as associated pollution sources and other stressors, such as climate change. Monitoring is also needed to evaluate the effects of proposed environmental policies and resource use and management strategies [3] . Water related problems are better understood and controlled through the early detection and increased knowledge of the environment. During this study we used Midvaal Water Company in South Africa (a water treatment plant that supplies bulk potable water from the Middle Vaal River to 501 500 consumers), as a case study to show how changes in surface water stressors due to changes in land use and socio-economic issues can impact on the challenge of providing safe drinking water.

According to Reference [4] , water quality monitoring is the “long-term, standardized measurement and observation of the aquatic environment in order to define status and trends.” South Africa has overarching national legislation to enforce a nationally coordinated framework for monitoring, assessing and reporting on resource water quality [5] [6] . This is of particular importance for multi-stressed rivers, like the Vaal River in South Africa, that serve as drinking water sources to many. The Koekemoerspruit is a polluted water resource that can impact on the Middle Vaal River system. The Koekemoerspruit has not only been affected by mining and municipal/urban village developments but also by agriculture. Nutrient enrichment and salinity, as a result of urbanization and gold mining, has been known to contribute to most of the deterioration of the water quality in the Koekemoerspruit. Thus the inflow of the highly utilized and impacted Koekemoerspruit into the Vaal River, upstream of the Midvaal Water Company’s abstraction point from the Vaal River, is regarded as a possible pollution threat. The monitoring objectives since 2002 have been to determine the water quality of the Koekemoerspruit by means of collecting water quality data. In 2015, the costs of the abovementioned monitoring programs amounted to ZAR 4985200 (USD 363421), of which ZAR 65150 (USD 4749) (1.3% of the total amount) was spent on analytical costs for monitoring the Koekemoerspruit. The existing monitoring program was reviewed and improved after verification to see if the initial monitoring objectives have been met and whether additional monitoring objectives need to be addressed. The statistical methodology applied during this case study (mainly comparisons of descriptive statistics and determination of trends) is fairly easy to use and readily available in the hope that our study might serve as an example to other facilities and enable sensible but practical evaluation and monitoring of water quality to promote integrated water resource management, especially for water services providers and authorities in developing parts of South Africa.

As Midvaal Water Company has to consider the stressed socioeconomic status of their consumers regarding water tariffs, cost-effective monitoring and managing of the water resource is of the essence. In view of these constraints the water quality in Koekemoerspruit has been investigated as possible source of pollution to determine: 1) changing trends in the data and to identify parameters that were beyond reference limits, 2) its impacts on the water quality of the Middle Vaal River, and 3) to identify possible shortcomings in the monitoring program.

2. Materials and Methods2.1. Study Area

The Koekemoerspruit is a tributary of the Vaal River in the Middle Vaal Catchment area, South Africa. It originates from a natural underground source between the towns of Klerksdorp and Ventersdorp in the North-West Province and flows over a distance of approximately 50 km in a south-south-westerly direction into the Vaal River about 1.6 km upstream of Midvaal Water Company’s abstraction point. The Koekemoerspruit’s embankments and flood plains are almost completely covered with Phragmites australis, a perennial reed. The study area occurs in the summer (December to January) rainfall region of the country and an average annual rainfall of 684 mm was recorded during the study period. The groundwater of the Koekemoerspruit area is easily polluted because of the permeability of the underlying dolomitic soils, which are prone to sinkhole formation. The Koekemoerspruit upstream of the study area is surrounded by closed goldmines and the urban village of Khuma, with a population of approximately 46,000 people. The study area covered the section of the Koekemoerspruit below Khuma up to the confluence with Vaal River, as well as sites upstream (at the Vermaasdrift bridge) and downstream (at the abstraction point of Midvaal Water Company) of the confluence in Vaal River. The land use of the study area is mostly natural land with some cultivation at the confluence (Figure 1).

The South African Government Gazette 39943 No. 469 [7] has divided the Middle Vaal Catchment into eight integrated units of analysis, subdivided into smaller resource units, to which classes and target water quality objectives have been assigned. The Vaal River main stem from Vermaasdrift to upstream of the Schoonspruit confluence (downstream of Midvaal Water Company) has been classified as a Class III resource unit, with a largely modified present and recommended ecological state (Table 1). The Koekemoerspruit, from its origin to its confluence with the Vaal River, has also been classified as a Class III resource

unit. This is the only resource unit in Government Gazette 39943 No. 469 [7] whose ecological state is required to be improved, from being seriously modified to being largely modified (Table 1).

2.2. Study Sites

Five study sites were identified at the onset of the water quality monitoring program in 2002 (Table 2, Figure 1).

2.3. Sampling Regime

Surface water samples were collected by Midvaal Water Company Scientific Services on a monthly basis at sites 1, 3, 4 and 5 and on a daily basis at site 2. Samples were chemically analyzed at Midvaal Water Company Scientific Services for 20 determinants as listed in Table 3. Midvaal Water Company Scientific Services has been an accredited South African National Accreditation System (SANAS) testing laboratory (T0132) since 2002 based on ISO 17025. Data from October 2002 to December 2015 were used for this study with the exception of data for uranium, which were collected since April 2005. The method numbers in Table 3 refer to the SANAS accredited method as indicated on the facility’s schedule of

Table 1 Resource unit classification and ecological state of the Vaal River main stem and Schoonspruit resource unit which incorporates the Koekemoerspruit [<xref ref-type="bibr" rid="scirp.90340-ref7">7</xref>]

Integrated unit of analysis	Vaal River	Schoonspruit
Resource unit	Vaal River main stem: from Vermaasdrift to upstream of the Schoonspruit confluence as represented by study sites 1 and 2	Koekemoerspruit: from origin to confluence with Vaal River as represented by study sites 3, 4 and 5
Water resource class	III: heavily used; overall ecological condition significantly altered from its predevelopment condition	III: heavily used; overall ecological condition significantly altered from predevelopment condition
Present ecological state	D: largely modified	D/E: largely modified/seriously modified
Recommended ecological state	D: largely modified	D: largely modified

Table 2 Study sites of the Koekemoerspruit water quality monitoring program

Site number	Site name	Coordinates	Description
Site 1	Vermaasdrift	26˚56'10.3"S, 26˚51'00.8"E	Reference point to determine impacts of Koekemoerspruit on Vaal River; part of Middle Vaal, upstream of confluence of Koekemoerspruit and Vaal River.
Site 2	Vaal River	26˚56'04.5"S, 26˚48'01.4"E	Vaal River at Midvaal Water Company’s abstraction point downstream of confluence of Koekemoerspruitand Vaal River. Water quality at this site is critical and determines water treatment processes and operations of Midvaal Water Company.
Site 3	Enviroclear overflow	26˚54'37.8"S, 26˚48'50.5"E	± 9 km cement canal downstream from site 4 flowing from nearby mining plant into Koekemoerspruit.
Site 4	Koekemoerspruit before Enviroclear overflow	26˚54'40.3"S, 26˚48'55.4"E	Koekemoerspruit from below Khuma urban village before inflow of canal; indicates influence of urban village.
Site 5	Koekemoerspruit after Enviroclear overflow	26˚54'51.7"S, 26˚48'57.0"E	Koekemoerspruit after confluence of canal with site 4; represents water that will enter Vaal River.

Table 3 Determinants monitored from October 2002 to December 2015. Method numbers marked with an (*) have not been accredited by SANAS

Determinant		Unit	Method	Method number
1 2 3 4 5 6 7 8	Aluminum Arsenic Copper Iron Manganese Sodium Uranium Zinc	mg/L	Determined either by atomic absorption spectroscopy or inductively coupled plasma optical emission spectroscopy (ICP-OES)	ICP1
9 10 11 12	Ammonia Chloride Nitrate and nitrite Sulfate	mg/L	Determined by colorimetric method on a discrete analyser	GL 7-1 GL 7-5 GL 7-2 GL 7-4
13	Color	mg/L Pt	Determined with colorimeter	WL4*
14 15	Cyanide recoverable Orthophosphate	mg/L	Determined by colorimetric method on a continuous flow analyser	CFA-1D* CFA-1B*
16	Electrical conductivity	mS/m	Determined with electrode	WL2
17	pH	pH units	Determined with electrode	WL1
18	Total chlorophyll	µg/L	Determined by Sartory’s extraction method [9]	AL2
19	Total organic carbon	mg/L	Determined by a persulfate-ultraviolet oxidation method	AAL5
20	Turbidity	NTU	Determined with turbidity meter	WL3

accreditation [8] .

2.4. Approach and Statistical Analyses

Statistica software (version 13) was used to determine the descriptive statistics (mean, standard deviation, variance and confidence interval) for all variables as prescribed and discussed by Reference [10] and to create scatter plots. The Shapiro-Wilks test for normality was used to determine whether the data were distributed parametrically. The data did not meet the assumptions of normality in the distribution of all variables. Therefore, the Kruskal-Wallis analysis of variance (nonparametric statistics) for comparing multiple independent groups was used to determine differences between concentrations of determinants measured at the different sampling sites. Results that were below the limit of quantification were divided by two to be included in data processing. Results that were above the limit of quantification were multiplied by two to be included in data processing.

A selection of two years (2014 and 2015) was made to evaluate the compliance of different variables with national drinking water standards and environmental target water quality objectives. These two years represented a normal rainfall year (2014) and a low rainfall year (2015). In order to ensure that variables are not removed prematurely after comparison with compliance criteria, the variance of the data collected at each site for each variable were determined [6] . No data were available on river flow of either the Koekemoerspruit or Vaal River. Therefore, the nonparametric Mann-Kendall test for testing the presence of a significant monotonic increasing or decreasing trends and Sen’s nonparametric method for estimating the slope of a linear trend were used to discover long-term trends of discrete variables [11] . The analyses were performed with the Excel application MAKESENS 1.0 and the Mann-Kendall test and Sen’s slope estimates for the trend of annual data with version 1.0 Freeware [12] .

3. Results3.1. Water Quality of the Koekemoerspruit

The compliance of the measured water quality determinants at sites 4 and 5 in the Koekemoerspruit with the target water quality objectives for this resource unit was evaluated using data obtained during 2014 and 2015 (Table 4) to highlight where limits have recently been exceeded. The National Department: Water and Sanitation, as the custodian of water resources, has decided after consultation with relevant stakeholders and research institutions to implement the use of percentile limits for compliance monitoring. The rationale behind this is that the percentile limits give a more accurate reflection of the true situation and eliminates the effects of outliers. Seeing that the target water quality objectives are in many instances stricter than the drinking water limits. The percentile limits for orthophosphate, nitrate and nitrite, and ammonia concentrations were excessively exceeded at sites 4 and 5. The electrical conductivity, an indicator of salinization, did not comply with limits set for these sites, and the sulfate concentration of site 5 failed to comply with the set limit as well. Even though a target water

Table 4 Relevant 50th and 95th percentile water quality data for sites 4 and 5 from January 2014 to December 2015 compared with target water quality limits of Government Gazette 39943 No. 469 for the resource unit; noncompliances are shaded

Quality subcomponent	Determinantindicator/measure	Unit	Limit	Percentile	Site 4	Site 5
Nutrients	Orthophosphate	mg/L	≤0.125	50^th	3.322	3.929
	Nitrate and nitrite	mg/L	≤2.5	50^th	0.61	0.65
	Nitrate and nitrite	mg/L	≤1.35	95^th	5.64	7.2
Salts	Electrical conductivity	mS/m	≤85	95^th	151	150
Salts	Sulfate	mg/L	≤250	95^th	236	257
Toxics	Cyanide (dissolved)	mg/L	≤0.05	95^th	0.03	0.03
	Aluminum	mg/L	≤0.1	95^th	0.04	0.06
	Manganese	mg/L	≤0.25	95^th	0.78	0.82
	Iron	mg/L	≤0.25	95^th	0.29	0.30
	Uranium	mg/L	≤0.03	95^th	0.03	0.02
	Ammonia	mg/L	≤0.1	95^th	55	52

quality objective for dissolved cyanide exists, only recoverable cyanide was monitored during this water quality monitoring program. The recoverable cyanide concentrations are included in Table 4 and compared with the target water quality objectives of dissolved cyanide. However, since these concentrations are expected to be higher than those of dissolved cyanide, the worst-case scenarios are portrayed. The 95th percentile manganese and iron concentrations failed to comply with the set limits; in comparison manganese exceeded the limit to a much greater extent.

The water quality compliance of sites 3, 4 and 5 with the South African National Standards (SANS) [13] for drinking water 241:2015 was evaluated for 2014 and 2015 during this study to obtain a recent overview (Table 5). The

Table 5 Average values of water quality determinants measured at sites 3, 4, and 5 from January 2014 to December 2015 compared with the limits for drinking water as per South African National Standard 241:2015 [<xref ref-type="bibr" rid="scirp.90340-ref13">13</xref>] ; shaded values indicate exceeded limits

Determinant	Unit	Limits (associated risk)	Site 3	Site 4	Site 5
Color	mg/L Pt	≤15 (aesthetic)	22	98	97
pH	pH units	≥5.0 to ≤9.7(operational)	8.79	7.78	7.78
Electrical conductivity	mS/m	≤170(aesthetic)	209	124	124
Turbidity	NTU	≤1 (operational)	61	10.6	10.7
Turbidity	NTU	≤5 (aesthetic)	61	10.6	10.7
Chloride	mg/L	-	150	106	106
Sulfate	mg/L	≤500 (acute health)	810	136	163
Sulfate	mg/L	≤250 (aesthetic)	810	136	163
Sodium	mg/L	≤200 (aesthetic)	183	87	86
Ammonia	mg/L	-	0.7	37	34
Nitrate and nitrite	mg/L	-	4.8	1.7	1.7
Orthophosphate	mg/L	-	0.12	3.79	4.00
Cyanide recoverable	mg/L	≤0.2 (acute health)	0.43	<0.02	<0.02
Total chlorophyll	µg/L	-	67	93	95
Iron	mg/L	≤2 (chronic health)	0.07	0.14	0.14
Iron	mg/L	≤0.3 (aesthetic)	0.07	0.14	0.14
Manganese	mg/L	≤0.4 (chronic health)	0.05	0.44	0.45
Manganese	mg/L	≤0.1 (aesthetic)	0.05	0.44	0.45
Zinc	mg/L	≤5 (aesthetic)	0.03	0.03	0.03
Copper	mg/L	≤2 (chronic health)	0.03	<0.01	<0.01
Aluminum	mg/L	≤0.3 (operational)	0.04	0.06	0.06
Arsenic	mg/L	≤0.01 (chronic health)	0.02	<0.01	<0.01
Uranium	mg/L	≤0.03 (chronic health)	0.03	<0.01	0.01
Total organic carbon	mg/L	≤10 (chronic health)	6.2	13	12

noncompliant color, electrical conductivity, turbidity, sulfate, recoverable cyanide and arsenic concentrations of site 3 posed aesthetic, operational, and acute and chronic health risks. The noncompliant color, turbidity, manganese, and total organic carbon concentrations measured at sites 4 and 5 posed aesthetic, operational, and chronic health risks. The water sampled at sites 3, 4, and 5 in the Enviroclear overflow canal and Koekemoerspruit (Table 5) is not suitable for drinking purposes.

3.2. Impact of Koekemoerspruit on Water Quality of Middle Vaal River Source Water

The water quality compliance of sites 1 and 2 with target water quality objectives for the Vaal River main stem resource unit was also evaluated for 2014 and 2015 (Table 6). This was carried out to highlight limits that have been exceeded and to ascertain the impact of the Koekemoerspruit on the Vaal River. The Kruskal Wallis ANOVA (results not shown) indicated that the inflow of the Koekemoerspruit did not have an impact on the water quality of the Vaal River, irrespective of whether limits were exceeded, because none of the listed determinants displayed a significant increase from site 1 to site 2. Electrical conductivity, nitrate and nitrite, sulfate, iron, and ammonia contents were of concern for both the Vaal River (Table 6) and the Koekemoerspruit (Table 4). Although orthophosphate and manganese were identified as concerns for the Koekemoerspruit (Table 4), levels of these determinants complied with limits set for the Vaal River (Table 6). Aluminum content and

Table 6 Relevant 50th and 95th percentile data for sites 1 and 2 from January 2014 to December 2015 compared with target water quality limits of Government Gazette39943 No. 469 for the resource unit; shaded values indicate noncompliance

Quality subcomponent	Indicator/measure	Unit	Limit	Percentile	Site 1	Site 2
Nutrients	Nitrate and nitrite	mg/L	≤1.35	50^th	1.35	1.46
	Nitrate and nitrite	mg/L	≤6	95^th	4.1	2.4
	Orthophosphate	mg/L	≤0.125	50^th	0.117	0.090
Salts	Electrical conductivity	mS/m	≤70	95^th	79	77
Salts	Sulfate	mg/L	≤160	95^th	176	183
System variables	pH at 25˚C	pH units	7.5	5^th	7.9	7.5
System variables	pH at 25˚C	pH units	9.2	95^th	9.3	9.2
Toxics	Cyanide (dissolved)	mg/L	≤0.05	95^th	0.01	0.01
	Aluminum	mg/L	≤0.1	95^th	1.0	1.1
	Manganese	mg/L	≤0.25	95^th	0.05	0.05
	Iron	mg/L	≤0.25	95^th	0.71	0.69
	Uranium	mg/L	≤0.03	95^th	0.01	0.01
	Ammonia	mg/L	≤0.1	95^th	0.5	0.3

pH emerged as concerns for the Vaal River but not for the Koekemoerspruit (Table 6).

The mean values (Figure 2) for all 20 determinants were compared before and after the inflow of the Koekemoerspruit at sites 1 and 2, respectively, to determine the overall impact of the Koekemoerspruit on the Vaal River for the entire dataset (2002-2015), as not all the determinants were assigned within the target water quality objectives. Total chlorophyll values were the only mean and maximum values to show a slight increase in the Vaal River after the inflow of the Koekemoerspruit (Figure 2 and Figure 3). There were, however, no statistically significant differences between sites 1 and 2 for any of the other variables. The extremely high ammonia concentrations observed at sites 4 and 5 (Table 4 and Table 5) contributed to nutrient enrichment of the Vaal River and subsequent proliferation of algal growth.

Chloride, sulfate, total chlorophyll and sodium showed large variances in their concentrations from 2002 to 2015 at sites 1 and 2 in the Vaal River and at sites 4 and 5 in the Koekemoerspruit. The maximum concentrations shown in Figure 3 for sites 1 and 5 indicate that their respective turbidity, chloride, sulfate, total chlorophyll and sodium concentrations could jointly have contributed to the maximum levels observed at site 2 and would therefore have been able to increase average measured levels of these determinants at site 2.

3.3. New Environmental Concerns and Emerging Pollution Pressures in the Koekemoerspruit

Site 5 represents the water that flows into the Vaal River and that can impact directly on the water quality of the source water destined for drinking water use.

Table 7 Mann-Kendall test and Sen’s slope estimate results showing trends of the entire dataset (2002-2015) for site 5, indicating determinants for which a significant annual trend was observed

Determinant	Mann-Kendall test trend level	Sen’s slope estimate
Ammonia	0.05	0.631
Color	0.01	2.345
Sodium	0.1	−6.993
Total chlorophyll	0.01	1.152

Determinants that showed a statistically significant increase in concentration over time were viewed as posing a risk to the Vaal River. To determine whether any of the variables illustrated in Figure 3 demonstrated an increasing trend over the long term, the temporal version of the nonparametric Mann-Kendall test was performed [11] . This was done using the entire dataset (2002-2015) for site 5; only the determinants with statistical significant increases/decreases are listed in Table 7. According to the results of the Mann-Kendall test there are statistically significant increases in ammonia (p = 0.05), color (p = 0.01) and total chlorophyll (p = 0.01) during the study period. Color and total chlorophyll concentrations exhibited the highest increases (slope estimates of 2.345 and 1.152 respectively) during the study period. Domestic wastewater effluent is, however, more likely to be a contributing factor based on the high ammonia concentrations and other sewage-related determinants (Figure 4 and Table 4).

The color, ammonia, and total chlorophyll concentrations measured at site 5 not only showed a significant increase over the entire study period but also exhibited drastic increases from 2012 (Figure 4) onwards. The total organic carbon

concentration measured at site 5 demonstrated a great deal of variability but a general increase as shown in Figure 4. The seasonal burning of Phragmites australis may also contribute to this variability of the total organic carbon concentrations.

The sulfate, sodium, and chloride concentrations measured at site 5 prior to 2012 were especially high. These determinants showed much lower concentrations from 2012 onwards (Figure 5), which was particularly noticeable when compared with the SANS 241:2015 [13] limits for sulfate and sodium (500 and 200 milligrams per liter, respectively).

4. Discussion

Mining activities in the Koekemoerspruit area surrounding the study site have declined significantly over the past five years. The City of Matlosana showed that mining activities have downscaled drastically specifically in the year 2011 which lead to 75% of original workforce to be retrenched [14] . This was also evident in the results of the water quality of the Koekemoerspruit.

In this case study, the target water quality objectives for Koekemoerspruit indicated that orthophosphate, nitrate and nitrite, electrical conductivity, sulfate, manganese, iron and ammonia exceeded the relevant limits. Color, turbidity, manganese, and total organic carbon were the determinants of concern in the Koekemoerspruit when considering the SANS 241:2015 limits for drinking water. The alarming electrical conductivity, turbidity, chloride, sulfate, sodium, recoverable cyanide, arsenic and uranium concentrations at site 3 are directly associated with mining activities. However, it did not have a significant impact on the water quality of the Koekemoerspruit after the inflow of the canal. This could perhaps be ascribed to the low flow volume of the canal or absence of flow at times as sampling was possible only 80% of the time. The decline in mining activities is evident in the decline of sulfate, sodium and chloride concentrations at site 5 since 2012.

The long term increasing trend demonstrated for ammonia together with total organic carbon concentrations suggested that upstream domestic wastewater effluent or agricultural runoff currently has the largest impact on the Koekemoerspruit. The extremely high ammonia concentrations suggest discharge of untreated domestic wastewater effluent, which contributes to the increasing total chlorophyll, and results in the eutrophication of the Koekemoerspruit. Sewage discharge is a major component of water pollution, contributing to oxygen demand and nutrient loading of water bodies, promoting toxic algal blooms and leading to a destabilized aquatic ecosystem [15] . The declining state of municipal wastewater and sewage treatment infrastructure in South Africa is one of the largest contributing factors to the numerous pollution problems and is a major contributor to health problems in poor communities [16] , such as that in the study area. Investigations conducted on South African water resources have shown that poor operation and maintenance of domestic wastewater treatment plants have a great impact on both the environment and human health. The increasing population of the Khuma urban village [14] , together with doubtful infrastructure and operation of wastewater treatment plants upstream from site 4, most probably contributed to the decline of the Koekemoerspruit’s water quality. This is also evident from the upsurges in ammonia, total organic carbon and color concentrations observed at site 5, especially since 2012.

The inflow of the Koekemoerspruit into the Vaal River did not seem to have a significant impact on the overall water quality of the Vaal River when water quality upstream of the convergence at site 1 was compared with that downstream of the convergence at site 2. However, total chlorophyll concentrations increased after the inflow of the Koekemoerspruit. A significant trend of increase over a long period of time has been demonstrated for chlorophyll concentrations in the Koekemoerspruit and therefore would have a greater impact on the chlorophyll concentrations of the Middle Vaal River. A previous study on Midvaal Water Company by Reference [17] indicated that increasing chlorophyll concentrations and associated taste and odors, as well as fluctuating turbidity levels, are the main challenges that affect the water treatment process at this treatment plant. Although orthophosphate and ammonia concentrations are not directly addressed in South African drinking water standards, together with nitrate and nitrite, they can contribute to nutrient enrichment of a water body and subsequent algal growth. Taste and odors can be associated with nuisance algal blooms, such as that of Microcystis sp., Oscillatoria sp., and Planktothrix sp., which occur in the Koekemoerspruit. They are responsible for the presence of geosmin and/or 2-methylisoborneol. The odor threshold concentrations for these compounds range from 4 to 20 nanograms per liter [17] and therefore affect downstream drinking water treatment despite dilution of the Koekemoerspruit’s inflow into the Vaal River.

The changes recommended for the water quality monitoring program of the Koekemoerspruit are summarized in Table 8. Ammonia was not previously identified as a major concern but, as indicated by Government Gazette 39943 No. 469 [7] , should be monitored for the Koekemoerspruit resource unit, along with electrical conductivity, sulfate, magnesium, nitrate and nitrite, orthophosphate, cyanide, iron, manganese, aluminum and uranium. Magnesium has also not been monitored for sites 1, 3, 4, and 5 to date and therefore has to be included in

Table 8 Proposed revised monitoring program for the Koekemoerspruit after evaluation of data collected from 2002 to 2015 and the identification of shortcoming

Determinants	Existing or new determinant	Frequency	Regulated by Government Gazette No. 39943
Magnesium and dissolved cyanide	New	Monthly	Yes
Escherichia coli and coliforms	Replace faecal coliform monitoring	Monthly	Yes
Microcystin, geosmin & 2-methylisoborneol	New	Dependent on algal blooms or taste and odor episodes	No
Gross alpha/beta activity	New	Dependent on uranium concentrations	No

the water quality monitoring program. Recoverable cyanide was monitored for the study period and can be replaced with the analysis of dissolved cyanide according to the target water quality objectives as per Government Gazette 39943 No. 469 [7] . The monitoring of color, total chlorophyll and total organic carbon has to continue and the frequency cannot be reduced, as these determinants are expected to increase in the future due to ongoing pollution activities upstream; they have subsequently been identified as possible risks. Due to the increasing threat of sewage pollution, additional microbial determinants should be considered for inclusion in the routine water quality monitoring program, in particular Escherichia coli, other coliforms and cyanobacterial toxins like microcystin. The monitoring of arsenic should continue, as site 3 poses a possible risk to the Koekemoerspruit. The monitoring of pH, turbidity, chloride, sodium, zinc, and copper can either be reduced to quarterly or annual monitoring or omitted from the monitoring program, because the concentrations of these determinants did not exceed any limits or indicated a concentration increase from 2002 to 2015. The analysis of gross alpha/beta activity is suggested based on elevated uranium concentrations at site 3 to identify the associated risks. It was the first time that the Koekemoerspruit monitoring program was evaluated during this case study and should be evaluated again in future to determine whether the revised monitoring program still holds true.

Even though legislation requires evidence of risk-based monitoring and management, no specific guidelines are currently available. In optimizing the monitoring program based on water quality monitoring data the following recommendations could be made:

1) The monitoring of radio activity in the Koekemoerspruit is recommended due to the borderline uranium concentrations.

2) Algal identification and geosmin/2-methylisoborneol analyses of the Koekemoerspruit during taste and odor episodes are also recommended to establish possible aesthetic, health and environmental risks.

3) The water safety plan should be revised to state that the decreasing raw water quality is due to upstream domestic wastewater effluent or runoff and not mining activities anymore.

4) Site 4 may be omitted from the monitoring program as it did not seem to have a significant impact on the water quality of site 5.

5) The water quality status of the Koekemoerspruit may be communicated to the community for them to understand the health-related risks and how it may impact their drinking water source.

6) Monitoring can never substitute sound management principles. Monitoring can be significantly reduced if the pollution source of the Koekemoerspruit is remedied.

It remains imperative to be aware that the management of water quality monitoring should never overshadow the management of the water quality itself [18] as interventions and corrective actions ensure improvement of water quality. Monitoring programs should however be reviewed and the data continuously evaluated, using at least descriptive statistical methods (confidence interval and variance) to indicate variance in water quality determinants and to determine the level of compliance to set objectives and standards. The review of a monitoring program can be prompted by schedule, new legislation, costs, or an emerging environmental impact.

5. Conclusion

Evaluation of the monitoring data showed that the water flowing from Koekemoerspruit into the Middle Vaal River dilutes to a great extent and therefore it mostly has a reduced impact. Total chlorophyll concentrations of the Koekemoerspruit did however have a significant impact on the Vaal River and also showed an increasing trend over time. The increasing trends in ammonia and total organic carbon suggested that upstream domestic wastewater effluent or agricultural runoff and not mining, currently has the largest impact on the Koekemoerspruit. The risks/hazards addressed in Midvaal Water Company’s water safety plan remains relevant and applicable. The application of the target water quality objectives proved to be a valuable tool to evaluate monitoring data. The evaluation and review of monitoring data have identified several new concerns and avenues of optimization for the Koekemoerspruit water quality monitoring program. The monitoring program is both effective and necessary, as the determinants of concern in the Koekemoerspruit pose a risk for the use of Vaal River water as a drinking water source downstream. However, the lack of guidelines on how to review a monitoring program would contribute significantly to the ongoing optimization of such programs. The challenges faced by Midvaal Water Company were examined, highlighting the importance of adopting a holistic approach when investigating water quality problems. The focus of water quality monitoring programs as part of integrated management should not only be to identify risks but also to protect the environment.

Acknowledgements

The authors hereby express their gratitude to Midvaal Water Company for making their pollution monitoring data available for this study. We would like to thank Me M Krüger (Director: Operations―Midvaal Water Company) for her valuable contribution and discussions as well as Me E Harris for her editorial input. We would like to thank the National Research Foundation for financial support (UID296036).

Conflicts of Interest

The authors declare no conflicts of interest regarding the publication of this paper.

Cite this paper

van Rensburg, S.J. and Barnard, S. (2019) Evaluation and Impact of a Polluted Stream on the Integrated Management of a Drinking Water Resource: A Case Study of the Middle Vaal River, South Africa. Journal of Water Resource and Protection, 11, 148-165. https://doi.org/10.4236/jwarp.2019.112009

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