capability of ciliated protozoa
10 pág.

capability of ciliated protozoa


DisciplinaQualidade da Água Residuária10 materiais61 seguidores
Pré-visualização7 páginas
~) Pergamon 0043-1354(94)00258-4 
Wat. Res. Vol. 29, No. 4, pp. 1041-1050, 1995 
Copyright © 1995 Elsevier Science Ltd 
Printed in Great Britain. All rights reserved 
0043-1354/95 $9.50 + 0.00 
CAPABILITY OF CILIATED PROTOZOA AS INDICATORS 
OF EFFLUENT QUALITY IN ACTIVATED SLUDGE 
PLANTS 
H. SALVADO*, M. P. GRACIA and J. M. AMIGO 
Departament de Biologia Animal, Facultat de Biologia, Universitat de Barcelona, Diagonal 645, 
08028 Barcelona, Spain 
(First received April 1994; accepted in revised form September 1994) 
A~tract--The aim of this study is to determine the relationship between the ciliate populations density 
and effluent quality in activated sludge plants. A total of 231 samples taken at three activated sludge plants 
were analyzed over a three year period. Seven physico-chemical parameters were examined and protozoa 
(in particular ciliate protozoa) and small metazoa were counted by means of optical microscopy. Effluent 
quality was determined from BOD 5 and suspended solids concentration. 
For data analysis the species were classified in ranges in terms of abundance. Mean and standard 
deviation of effluents BOD s and SS were calculated for each range. It was found that as the abundance 
of each species population increased, both BOD s and suspended solids from effluents tended to a particular 
range of values (the optimal range) whereas the standard deviation diminished. Thus the higher the ciliate 
species population density, the better the capability of the species as an indicator, which is something 
reflected in the standard deviation. This capability of ciliated protozoa to act as indicators of effluent 
quality will also be limited by the 6ther factors influencing the presence of species. It was observed that 
the correlation coefficients between ciliates and effluent quality depend on the range of physico-chemical 
values studied, i.e. whether they are superior or inferior to the "optimal range". The values of each species' 
BOD 5 optimal range varied from 4 mg/1 to 18 ppm, suggesting that ciliates are good indicators between 
4 and 18 ppm in activated sludge plants. 
In all cases observed, less common species such as Acineta tuberosa, Euplotes sp. and Zoothamnium sp. 
were indicators of high effluent quality. By contrast, the species that reach the highest densities and are 
the most common, such as Uronema nigricans, Vorticella microstoma and Opercularia coarctata, indicated 
lower effluent quality. 
Key words--ciliate protozoa, activated sludge, indicator species, effluent quality 
NOMENCLATURE 
BOD 5 E = BOD 5 effluent 
SS = suspended solids 
SSE = suspended solids effluent 
STD = standard deviation 
AVG = average 
MAX = maximum 
MIN = minimum 
INTRODUCTION 
The importance of ciliated protozoa in wastewater 
treatment involving activated sludge has often been 
described. Their effectiveness in the purifying process 
is due to the fact that they feed off dispersed bacteria, 
thus eliminating them (see Curds et al., 1968). The 
presence of ciliate protozoa reflects an increase in 
effluent quality (Curds, 1982a, 1993) and can also be 
taken as indicators of effluent quality (BOD) (Curds 
and Cockburn, 1970; Sartory, 1976; Al-shahwani and 
Horan, 1991). They are also useful as indicators of 
*Author to whom all correspondence should be addressed. 
parameters other than effluent quality in the purifying 
process. The type of structure of the ciliate protozoa 
community can characterize various types of biologi- 
cal treatment (Madoni and Ghetti, 1981), sludge 
loading (Curds and Cockburn, 1970), organic loading 
rate (Salvad6 and Gracia, 1993), mean cellular reten- 
tion time (MCRT) (Salvad6, 1994) and biological 
quality of the sludge (Madoni, 1994). 
It has often been observed that the relation be- 
tween various physico-chemical parameters and a 
particular species does not follow a linear model. For 
example, in the relation between the abundance of a 
certain organism and pH (a parameter not included 
in this study) an optimal range is observed; above and 
below this range either the species' density diminishes 
or the species disappears altogether. However, stat- 
istical analyses used to relate physico-chemical par- 
ameters and organisms are generally based on linear 
models, by means of either bivariant or multivariant 
analysis. Consequently, when the relationship be- 
tween a parameter and a particlar species is studied, 
if the range of study of the parameter is above or 
below the values of the optimal range, it is easy to see 
1041 
1042 H. Salvad6 et al. 
that for the same species good correlation coefficients 
will be found with positive or negative values. 
The aim of this study was to examine the relation 
between the densities of the different species of ciliate 
protozoa that colonize activated sludge and effluent 
quality, by analyzing a wide range of BOD 5 and 
suspended solids values. 
MATERIALS AND METHODS 
Sampling 
Three activated sludge plants in the vicinity of Barcelona 
were sampled over a three-year period. Each sampling (165 
at Plant A, 30 at Plant B and 36 at Plant C) included one 
sample from the primary settling tank, one from the sec- 
ondary settling tank and one from the aeration tank. 
Primary and secondary settling tank samples were inte- 
grated for 24 h and collected (approx. 0.51) every hour. 
Sludge samples were taken from the aeration tank. The 
characteristics of each plant are outlined in Table 1. 
Physical and chemical parameters from effluent were 
measured on three separate occasions for each microorgan- 
ism sample: two days before, one day before and on the 
same day as the microorganism sample. 
Physical and chemical monitoring 
BODs, suspended solids (SS), volatile suspended solids 
and dissolved oxygen concentration in the aeration tank 
were measured in accordance with APHA (1989). Hydraulic 
retention time was calculated as the ratio of aeration tank 
volume to flow rate. 
Identification and quantification of microorganisms 
Microorganism counting was carried out using 500 ml 
portions of mixed liquor from the aeration tank. Ciliates 
were counted immediately in the plant laboratory. The 
number of organisms for each taxon was counted under an 
optical microscope at x 100 magnification in four 50pl 
subsamples taken with an automatic micropipette. Small 
flagellates and gymnoamoebae were counted using × 400 
magnification. Ciliate species were identified in accordance 
with Kahl (1930 35), Curds (1982b), Curds et al. (1983), 
Guhl (1979), Foissner et al. (1991, 1992), Foissner and 
Schiffman (1974), Augustin et al. (1987), Perez-Uz (1993), 
using special techniques: Protargol (Tuffrau, 1967), pyridi- 
nated ammonic silver carbonate (Fern~indez-Galiano, 1976) 
and silver nitrate (Klein, 1928). Non-ciliated protozoa and 
small metazoa were identified following Baldwin and Chan- 
dler (1966), Kudo (1966) and Lee et al. (1985). Filamentous 
microorganisms were quantified according to Salvad6 
(1990). 
Data analysis 
Two parameters for effluent quality control were selected 
for data analysis: BOD 5 and suspended solids. 
A table, in which physical-chemical data were grouped 
according to different ranges of density corresponding to 
each species of ciliates found, was elaborated. Against each 
range of density the mean and standard deviation of BOD 5 E 
and SSE were calculated. In analyzing these data we should 
bear in mind that effluent quality is found for a particular 
ciliate species' density and not the other way round. The 
correlation coefficients for each group classified according to 
abundance is given for each species, BODsE and SSE, using 
the logarithmic transformation (x = Log(x + 1)). 
Data table, described above, was used in order to select 
the best sampling day for further statistical analysis.