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Journal of Sustainable Development www.ccsenet.org/jsd
210
An Assessment of the Effect of Industrial and Sewage Effluent on
Aquatic Invertebrates: A Case Study of A Southern Urban Stream,
Zimbabwe
Dube Trevor (Corresponding author)
Department of Biological Sciences, Midlands State University, P. Bag 9055, Gweru, Zimbabwe
Tel:263 -54-260-568 ext 332 E-mail: tdube@msu.ac.zw
Makaka Caston
Department of Biological Sciences, Midlands State University, P. Bag 9055, Gweru, Zimbabwe
Tel:263-54-260-568 ext 340 E-mail: makakac@msu.ac.zw
Sibanda Zwelabo
Department of Biological Sciences, Midlands State University, P. Bag 9055, Gweru, Zimbabwe
Tel: 263-54-260-568 ext 340 E-mail: zwenilabo@yahoo.com
Abstract
The impact of industrial effluent discharged in Mazai stream was assessed through physical-chemical parameters
and also by bio-monitoring of benthic macro-invertebrates. Samples were collected at three sites, one before the
effluent discharge point into the stream (site 3) and two sites which were located downstream after the discharge
points (sites 1 and 2). High levels of chemical pollutants were recorded at sites 1 and 2 (ZINWA red category)
whereas site 3 (reference site) consisted of relatively clean water (ZINWA blue category). This was confirmed by
the biological evaluation process. The SASS4 scores at sites 1 and 2 indicated a deterioration of water quality
while site 3 there was good water quality with high species diversity. Detrended correspondence analysis (DCA)
showed that pollution sensitive taxa such as Hemiptera, Trichoptera, Coleoptera and Odonata were dominant at
site 3 whilst the other sites were dominated by pollution tolerant species such Chironomids. Continuous
discharge of effluent could lead to extreme degradation of Mazai stream hence loss of biodiversity of
macro-invertebrates.
Keywords: Stream, Macro invertebrates, Sewage effluent, Bio-monitoring, Water quality
1. Introduction
Water pollution is a major problem in the global context. The problem of water pollution is being experienced by
both developing and developed countries. Sewage disposal is of major concern in most urban areas of Zimbabwe.
Wastewater from industries and sewage spillages from burst pipes around the country are released into streams
and rivers which finally discharge into dams around the cities of Zimbabwe. With the prevailing hard economic
situation in the country, most of the trade waste effluents are released into the environment untreated or partially
treated. Industrialists have adopted the use of substandard treatment methods that partially treat and in some
instances, forego the effluent treatment process. At Thorngrove sewage works, Zimbabwe, raw sewage is at
times discharged into Mazai stream to avoid plant clogging when power cuts are experienced. The same problem
is experienced in Lake Chivero catchment where raw sewage is finding its way into Manyame, Marimba and
Mukuvisi rivers, the tributaries of the lake leading to its eutrophication (Moyo, 1997). The result is an increase in
organic pollutant loads hence increased algal growth that greatly affects aquatic invertebrate diversity (Chutter,
1972).
Most studies on water quality in Zimbabwe have been concerned with assessing the physico-chemical
parameters of water (Mathuthu et al., 1997; Moyo and Worster, 1997, Magadza, 2003, Ndebele, 2009). This
study investigates the diversity of aquatic invertebrates in relation to pollutant levels in Mazai stream, a tributary
of Umguza dam in Bulawayo.
2. Materials and Methods
The study was conducted in Mazai stream of Bulawayo, Zimbabwe. The stream runs from Donnington industrial
area past Belmont, Steeldale, Thorngrove industrial areas and finally past Thorngrove sewage works effluent
discharge point (Figure 1). The stream eventually drains into Umguza dam. Water from Umguza dam is mainly
used for capture fisheries by locals and irrigation purposes by Ingwebu farm. Three sampling sites were selected
along the stream. Site 1 was at Khami Road Bridge, a point where industrial effluent is discharged into the
stream. Site 2 was downstream about 90 m away from the sewage discharge point at Thorngrove sewage works
and site 3 upstream of Mazai stream, before industrial waste and sewage discharge points (figure 1). This was
taken as a reference point with relatively clean water.
Water samples were collected over a period of six months from April 2009 to October 2009. Sampling was done
once each month. Two replicate samples were collected for each parameter and the mean results calculated.
Samples for chemical analysis, nitrates, phosphates, permanganate value and ammonia were collected into 1000
Journal of Sustainable Development Vol. 3, No. 2; June 2010
211
ml water bottles and refrigerated at low temperatures (< 4oC) prior to laboratory analysis. Temperature readings
were recorded at the sampling sites using a mercury bulb thermometer. A Mettler Toledo 320 pH meter was used
to measure pH. A Mettler Toledo MC 226 conductivity meter was used to measure conductivity. Total nitrogen
and total phosphorus concentrations were determined in the laboratory with Hach nutrient analysis kits and a
Hach spectrophotometer (DR010 Hach Co., Loveland, Colorado, USA). Turbidity levels were measured in
Nephelometric units (NTUs) using the HACH 2100A turbidity meter. Macro-invertabrates were collected using
the kick sampling method at each site (Chutter, 1994). Samples for aquatic invertebrates were collected into
collecting bottles and preserved using 10 percent buffered Formalin.
2.1 Data Analysis
Analysis of variance (ANOVA) was used to compare the physical and chemical parameters amongst the three
sites. The South African Scoring System (SASS4) was used as a biotic index for evaluating the river ecosystem
health (Chutter, 1998). Shannon-Weiner index was used to evaluate abundance and evenness of
macro-invertebrates amongst the three sites. Species occurrences were ordinated using PAST version 1.95 (Past
1999- 2009). Detrended correspondence analysis (DCA) was used to examine possible gradients in species
composition (Hill & Gauch, 1980).
3. Results
3.1 Chemical parameters of water from Mazai stream
The levels of ammonia decreased from site 1 to site 3 (S1 > S2 > S3) (Table 1). There were significant
differences in the levels of ammonia amongst the three sites (ANOVA, F(2,6) = 27.00 < Fc = 134.4, p = 0.001).
This was also true for phosphates (ANOVA, F(2,6) = 5.14 < Fc = 6.167, p = 0.05). This trend also applied for
permanganate value (PV) (Table 1). Site 1 had 63.3 mgL-1 whereas sites 2 and 3 were 36 and 4 mgL-1
respectively (ANOVA , F(2,6) = 27.0 < Fc = 57.743, p = 0.001). However the levels of nitrates were slightly higher
at site 2 than sites 1 and 3 (S2 > S1 > S3). There were no significant differences in the levels of nitrates
amongst the sites (ANOVA, F(2,6) = 5.14 > Fc = 3.66, p = 0.05).
The mean values for all chemical parameters in sites 1 and 2 fell under the Zimbabwe National Water Authority
(ZINWA) Red category (range; ≤ 40 mgL-1 for PV, ≤ 5 mgL-1 for phosphates and ≤ 2 mgL-1 for ammonia) whilst
those from site 3 comply with the Blue permit range (≤ 0.5 mgL-1 for ammonia, ≤ 3 mgL-1 for nitrates, ≤ 0.5
mgL-1 for phosphates and ≤ 5 mgL-1for PV). The Red category denotes high hazard or bad water quality whilst
the blue category denotes safe water or good water quality.
Conductivity levels decreased from site 1 to site 3 (S1 > S2 > S3) (Table 1). There were significant differences in
the conductivity levels amongst the three sampling sites (ANOVA, F(2,6) = 27.0 < 40.391, p = 0.001). However
the pH and temperature levels were slightly higher at site 2 than sites 1 and 3 (S2 > S3 >S1). There was no
significant difference in pH levels amongst the sampling sites (ANOVA, F(2,6) = 5.14 > Fc = 4.926, p = 0.05). pH
levels were slightly acidic (6.8) at site 1 but slightly alkaline (7.3) at site 2. pH levels at reference site 3 were
neutral. Samples from site 1 and 2 were highly turbid whereas the turbidity for site 3 normal and under the
ZINWA Blue limit (range ≤ 5 NTU). The mean values for conductivity in sites 1 and 2 were in the ZINWA Red
category (range ≤ 3500 µScm-1) whilst those from site 3 comply with the Blue permit range of ≤ 200 µScm-1.
3.2 Biological assessment of water quality
3.2.1 Composition and spatial variation of benthic invertebrates
Between April and December 2009, benthic invertebrate fauna from 12 taxonomic orders were collected from
Mazai stream. The most abundant taxa in terms of relative frequency were Hemiptera > 40 % at site 3 followed
by Chironomidae (> 24 % at sites 1 & 2) and Oligochaeta (19 % at site 2) (Table 2). Rare taxa included
Nematoda, Megaloptera and Plecoptera whose relative frequencies were less than 4 %. Highest diversity of taxa
was at site 3 (H' = 1.5) compared to sites 1 and 2 (H' = 1.25 & H' = 1.39) respectively (Table 3).The evenness of
distribution of pollution sensitive taxa was low at site 3 (E = 0.6) compared to pollution tolerant taxa at sites 1
and 2 (E = 0.9 & E = 0.8) respectively.
The first two axis of the DCA ordination accounted for most of the variation in the species data with eigen values
of 0.47 and 0.09 for axis 1 and 2 respectively. The first two axis explained 59.6 % of the total variation. The
gradient length was 1.73 and 0.99 for these axes. The first axis thus corresponds to the most important gradient
in the species data. It reflects variation in species amongst the three sites. Site 3 was dominated by pollution
sensitive taxa (Hemiptera, Trichoptera. Coleoptera and Plecoptera) whilst sites 1 and 2 were dominated by
pollution tolerant taxa (Simulidae, Chironomidae, Hirudenea and Oligochaeta) (Figure 2).
3.2.2 SASS score as indicator of water quality
The SASS4 score at site 1 was 10 and the ASPT was 2.5 indicating a major deterioration in water quality. The
SASS4 score at site 2 was 25 and the ASPT was 4.17 also showing major deterioration in water quality. This was
in contrast to site 3 where the SASS4 score was 134 and ASPT was 13.4 showing good water quality (Table 3).
4. Discussion
According to Chutter (1998), there is major deterioration in water quality in Mazai stream after the industrial
Journal of Sustainable Development www.ccsenet.org/jsd
212
effluent discharge sites. Physico-chemical parameters were relatively high at sites 1 and 2 compared to site 3
indicating high pollution levels. Industrial effluents contributed a relatively high percentage of pollutants in
Mazai stream. High ammonia levels were noted at sites 1 and 2. The NH3-pH equilibrium contributed to low
diversity of macro-invertebrates at these sites. It has been established that the toxic effect of ammonia is directly
related to the concentration of the unionized form (Moyo and Worster, 1997; Camargo et al., 2005). In its
normal state ammonia has little or no effect on aquatic life forms. Ammonia exists either in the ionized form
(NH4+) or the unionized form (NH3). Fish kills in Lake Chivero in 1996 before the turnover period were mainly
due to ammonia toxification of water bodies which has exactly the same effects on other aquatic life forms such
as macro-invertebrates (Magadza, 1997; Moyo, 1997). The ammonia values at sites 1 and 2 are in the Red permit
classification indicating poor water quality whereas that of site 1 complies with the Blue permit indicating safe
water quality (Statutory Instrument, 2007). Phosphate levels were extremely high at site 1 almost twice the value
at site 2 which is also classified under the Red category (Statutory Instrument, 2007).
The overall water quality through assessment by physico-chemical parameters were in the Blue range at site 3
compared to the Red classification of sites 1 and 2. The results obtained through chemical analysis of Mazai
stream are directly related to those derived from the SASS4 scoring. Higher diversity of pollution tolerant
species such as chironomids, nematodes, Simuliidae and the leeches dominated sites 1 and 2. These organisms
are able to survive under extreme toxic pollutant conditions including low oxygen levels (Micheal and Kelso,
2007). The environment at site 1 is inhospitable since pollutant tolerant macro-invertebrates were also showing
very low species richness. Site 2 was also dominated with pollutant tolerant organisms though there is
resurgence of moderately sensitive macro-invertebrates. This might possibly be a result of dilution effect from
site 3 which contributes clean water into Mazai stream and the self purification process (Machena, 1997). The
macro-invertebrates from site 3 included Trichoptera, and Plecoptera which are strictly freshwater species with
high susceptibility to toxic pollutant, inorganic pollutants and anoxic conditions (Allan, 1995). Their presence
indicates good water quality implying that it is actually possible to maintain Mazai stream in good condition if
strict measures are exercised on effluent disposal.
High oxygen is required to oxidize the inorganic pollutants at site 1 as shown by the high permanganate value.
The final on macro-invertebrates is that it tends to reduce macro-invertebrate diversity at these sites. The
permanganate value lies in the Blue permit range at site 3 which is confirmed by the SASS score obtained. Sites
1 and 2 show an assemblage of macro-invertebrates from the low oxygen tolerant group to the moderately low
oxygen tolerant species (Connolly et al., 2004).
Mazai stream eventually discharges into Umguza dam. High phosphates and nitrates levels may contribute to the
eutrophication of Umguza dam (Ndebele, 2009). Regulating effluent discharge from the industries and sewage
works will significantly reduce the risk of pollution at Umguza dam. The accumulation rate of these nutrients
will continue than it can be naturally controlled through the self purification process. The distance from the
discharge sites to Umguza dam is less than 10 kilometers implying that it is difficult for self purification of
Mazai stream to be effected (Yoshida & Yasui, 1992; Machena, 1997; Mehrdadi et al., 2006). This is a result of
high accumulation rates coupled with diffuse cases of sewage leakages from the sorrounding residential areas
Makhokhoba, Mzilikazi,Trenance and Richmond.
The nutrient concentrations will continue to rise as the volume of sewage effluent increases caused by increasing
population density in the city and the need to increase the production in the industrial areas. Strict measures
should be exercised by the local authority to ensure that industrial effluent discharged into streams is treated.
There is also a need to revise penalties for the different ZINWA categories so as to discourage pollution by
industrialists.
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Ta bl es
Table 1. Mean values (± standard deviation) of chemical and physical parameters of water from Mazai stream
Parameter Site 1 Site 2 Site 3
Ammonia (mgL-1) 21.94 ± 1.81 8.16 ± 2.22 0.01 ± 0
Nitrate (mg L-1) 1.40 ± 0.5 2.07 ± 1.5 0.09 ± 0.01
PV (Absorbed O2 mg L-1) 63.33 ± 9.24 36.00 ± 6.93 4.00 ± 2
Phosphate (mgL-1) 11.62 ± 6.32 6.75 ± 0.56 0.97 ± 1.11
Conductivity (mScm-1) 89.67 ± 1.81 81.00 ± 7.2 53.67 ± 3.06
pH (units) 6.83 ± 0.12 7.30 ± 0.26 7.03 ± 0.06
Temperature (oC) 22.0 ± 2.89 25.33 ± 0.58 23.00 ± 0
Turbidity (NTU) - - 0.1 ± 0
Table 2. Total number (n) and percentage (%) of benthic macro-invertebrates caught at the 3 sites in Mazai
stream
Taxon Site 1 Site 2 Site 3
n % n % n %
Coleoptera 0 0 0 0 4 6.9
Decapoda 0 0 0 0 3 5.2
Chironomiidae 6 40 7 41.2 0 0.0
Dixidae 0 0 0 0 3 5.2
Simuliidae 4 26.7 1 5.9 0 0.0
Gastropoda 0 0 2 11.8 0 0.0
Hemiptera 0 0 0 0 30 51.7
Hirudinea 4 26.7 0 0 0 0.0
Megaloptera 0 0 0 0 1 1.7
Nematoda 1 6.7 0 0 0 0.0
Odonata 0 0 2 11.8 11 19.0
Oligochaeta 0 0 5 29.4 0 0.0
Plecoptera 0 0 0 0 1 1.7
Trichoptera 0 0 0 0 5 8.6
15 17 58
Journal of Sustainable Development www.ccsenet.org/jsd
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Table 3. SASS4 score, diversity (H') and eveness (E) of benthic macro-invertebrates in Mazai stream
Sampling Site SASS4 Score Number of Families ASPT H1E
1 10 4 2.5 1.25 0.8
2 25 5 4.17 1.39 0.8
3 134 8 13.4 1.52 0.6
Figures
Figure 1. Map showing sampling sites in Mazai stream
Figure 2. DCA ordination of macro-invertebrate samples in Mazai stream
DCA 2