the use of rain gardens as biofilters in highways and … · rain gardens, also called bioretention...
TRANSCRIPT
The use of rain gardens as biofilters in
highways and the effect of highway
runoff water in Daphnia magna and
Pseudokirchneriella subcapitata
Violeta Mejias Sanz
Company Supervisors: Maja Halling and Anna Sporre
University supervisors: Åsa Arrhenius and Thomas Backhaus
Master Thesis 2017
Ecotoxicology Master Program.
Index
Abstract ......................................................................................................................................... 3
Acknowledgments ......................................................................................................................... 4
1. Introduction ........................................................................................................................... 5
1.1. Aim ................................................................................................................................ 6
2. Methods ................................................................................................................................. 6
2.1. Rain gardens .................................................................................................................. 6
2.2. Highway runoff ............................................................................................................. 8
2.3. Toxicity tests ................................................................................................................. 8
2.4. Chemical analyses ......................................................................................................... 9
2.5. Statistical analyses......................................................................................................... 9
3. Results and Discussion ........................................................................................................ 10
3.1. Daphnia magna ........................................................................................................... 10
3.2. Pseudokirchneriella subcapitata ................................................................................. 11
3.3. Chemical Analyses ...................................................................................................... 16
4. Conclusions ......................................................................................................................... 20
5. References ........................................................................................................................... 21
6. Appendices .......................................................................................................................... 23
6.1. Appendix 1 .................................................................................................................. 23
6.2. Appendix 2 .................................................................................................................. 24
6.3. Appendix 3 .................................................................................................................. 25
6.4. Appendix 4 .................................................................................................................. 26
6.5. Appendix 5 .................................................................................................................. 32
Abstract
Rain gardens are efficient biofilters that remove pollutants, reduce flooding, recharge ground
water and provide habitat for plants and wildlife. Highway runoff is known for being one of the
most important diffuse pollution sources and few studies have been performed on rain gardens
and highway runoff in Sweden. The project aim was to study the effect of filtering water from
several typess of rain gardens watered with highway runoff and the runoff itself, using Daphnia
magna and Pseudokirchneriella subcapitata as bioindicators. There were three types of rain
gardens tested: just soil; one individual of three perennials species: Potentilla atrosanguinea,
Armeria maritime Alba, and Sedum acre; and two individuals of the three perennials previously
mentioned. The highway runoff samples were taken at the E6 in Mölndal during April, May, June,
August and September in 2016. In order to measure any possible toxicity , an acute mobility
inhibition test in Daphnia magna and a growth inhibition test in Pseudokirchneriella subcapitata
were performed. The mobility of Daphnia magna was affected by the runoff itself in August and
September, but not for the filtered water through the rain gardens. An inhibition effect on the
growth of Pseudokirchneriella subcapitata by the runoff was observed in May, June and
September at different concentrations and time of exposure. Only filtered water from August
and September was tested in Pseudokerchneriella subcapitata where a positive growth was
observed in the short run and an inhibition of growth appeared after six days. According to the
chemical analyses, high levels of zinc and copper were found in the runoff and moderate high
concentration of chromium and lead. It can be concluded that rain gardens have proven to be
efficient biofilters preventing lethal impacts on Daphnia magna and Pseudokeirchneriella
subcapitata, even though pollutants were not completely removed.
Acknowledgments
I would like to thank Maja Halling and Anna Sporre from EnviroPlanning for the great support.
To Åsa Arrhenius and Thomas Backhaus from Gothenburg University for their understanding and
help. In special to my husband for his patience and help under the whole project and to my little
beautiful daughters that gave me the motivation and strength to keep up.
1. Introduction
Rain gardens, also called bioretention areas, are “shallow depressions in the landscape, with
absorbent, free draining soil and planted with vegetation that can withstand occasional
temporary flooding” (Bray et al., 2012; Dietz and Clausen, 2005; Hinman, 2013). Through rain
gardens the volume of rainwater running off that may wash oils, heavy metals and other
pollutants into drains is reduced and low-level pollution is treated (Bray et al., 2012). It is
becoming increasingly popular, being recommended as best management practice (BMP) to
treat stormwater runoff and reduce nonpoint source pollution from urban areas (Prince
George´s County, 1993, 1999; Dietz and Clausen, 2005). Raingardens also allows the water to
infiltrate, recharge aquifers and reduce peak flows. In Sweden, biofilters or rain gardens are
quite new and few tests have been performed, but it is becoming a strong alternative to prevent
contamination.
Highway runoff is known to be one of the most important diffuse pollution sources, that can
deteriorate the quality of the water and cause severe damage to aquatic ecosystems affecting
species abundance, diversity an d even increasing non-native species or pollution-tolerant taxa
(Spromberg et al., 2015; Valtanen et al., 2015; Malinowska et al., 2015). The main sources of
pollution in roads are abrasion of tires and road surfaces, wear of brake linings and moving
engine parts, corrosion of vehicle components, oil spills and exhaust fumes of motor vehicles
(Councell, et al., 2004; Malinowska, et al., 2015; McIntyre et al., 2014). Petroleum hydrocarbons
and heavy metals as cadmium, lead, zinc and copper are among the most common pollutants.
Some metals, as copper and zinc, are essential for living organisms but also potentially toxic at
elevated concentrations (Bossuyt and Janssen, 2005). Approximately 10% of the total particulate
Zn load in Sweden cities came from tire wear (Councell et al., 2004) and every year 10.000 tons
of rubber particles from tires end up in Swedish roads (Wik and Dave, 2005). High levels of zinc
or copper can cause reproductive, developmental, behavioral and toxic responses in diverse
aquatic organisms (Muyssen, et al., 2006). For example, in freshwater fish it has been observed
that the primary acute effect is an impaired branchial calcium influx that leads to hypocalcaemia
(Spry and Wood, 1985; and Muyssen and Jansson, 2002).
Toxic chemical contamination via runoff contributes to reduced species abundance, diversity
and increase the proliferation of non-native, pollution tolerant taxa (Spromberg et al., 2015).
Few studies have been performed on rain gardens and highway runoff, and the effect in different
species. Two species have been chosen to be studied: Daphnia magna or water fleas, a
planktonic crustacean, widely used in ecological and environmetal research and well known
(Ebert, 2005; Fryer, 1991). In addition, it is sensitive to low metals and dissolves toxines
concentrations (Guan and Wang, 2004; Muyssen et al., 2006).
As the second species a well known unicell green alga was used, Raphidocelis subcapitata
formerly known as Pseudokirchneriella subcapitata and Selenastrum capricornutum. It was
chosen among other reasons, for being widely used, easily available and easily maintained in the
laboratory under reproductible culture conditions. Microalgae play an important role in the
aquatic ecosystems and have shown being relatively sensitive to heavy metal or other toxicants
by decreasing growth rate and increasing cell size (Foster, 1977; Pica Granados et al., 2004).
1.1. Aim
The project aim was to study the effect of filtering water from several types of raingardens
watered with highway runoff and the runoff itself, using Daphnia magna and
Pseudokirchneriella subcapitata as bioindicators.
2. Method
2.1. Rain gardens
Eight rain gardens were constructed in March 2016 according to specifications in the
bioretention design manual from Prince George’s county, 2002. They were located in a terrace
at the top floor without any roof or side walls (Fig. 1). Polyethylene plastic boxes were used with
56x39x42cm size (65L). They were filled with 2 cm of gravel on the bottom and planting soil
according to European standards composition: light peat, dark peat, sand, lime, mineral
fertilizers, electrical conductivity (25%) 45 mS / m and pH (H2O) 5.5-6.5; until 4 cm to the top.
Holes were made at 2 cm from the bottom to collect the outflow into boxes underneath. Those
boxes underneath were also polyethylene plastic and sized 56x39x28 cm (45L). In order to avoid
any mixture between levels or any clogging of the holes, a mesh was settled between the soil
and the gravel (Fig. 3).
Figure 1. Rain gardens localization at a terrace at the top floor of a building without any roof or side walls, in order to simulate as much as possible natural condition.
Three species of perennial with high tolerance to dryness and salt stress were selected from a
study of system based approach to rain gardens (Wellander, 2015): Potentilla atrosanguinea
(commonly called Himalayan cinquefoil or ruby cinquefoil and native to mountains slopes at
lower elevation in the Himalayas), Armeria maritime ‘Alba’ (known as thrift or sea pink and
native from coastal areas across the Northern Hemisphere, especially in Europe and North Africa
to Turkey) and Sedum acre (commonly called common stonecrop or gold moss stonecrop and
native Europe).
In order to compare different types of rain garden composition, four treatments with two
replicates of each were performed (a sketch which clarifies the experimental design is shown
below in Fig 2 and 3):
1. Control: Soil + tapwater (ST), no vegetation, just soil and watered with tapwater.
2. Soil + runoff (SR): no vegetation and watered with highway runoff.
3. 6 Perennial (6P): 2 Potentilla atrosanguinea, 2 Armeria maritime ‘Alba’ and 2 Sedum acre
4. 3 Perennial (3P): 1 Potentilla atrosanguinea, 1 Armeria maritime ‘Alba’ and 1 Sedum acre
Figure 2 Rain gardens experimental design where the first pair of boxes are the controls which have just soil and they are watered with tapwater (ST). The second pair of boxes are composed of just soil and watered with highway run-off (SR). In the third pair of boxes two samples of Potentilla atrosanguinea, two samples of Armeria maritime ‘Alba’ and two samples of Sedum acre were planted and they were watered with highway runoff water (6P). In the last two boxes just one sample of each species were planted and it was watered with highway runoff water (3P). Armeria maritime ‘Alba’ is represented with a triangle, Sedum acre with a circle and Potentilla atrosanguinea with a square.
Figure 3 On the left side, a picture that shows the structure of the rain garden vertically: the two centimeters of gravel on the bottom, the mesh that avoids clogging of the holes that drain the water to the boxes underneath is shown with dot lines. On the right side, a picture of a six perennial rain garden from the top, which shows the distribution of two samples of Potentilla atrosanguinea, two samples of Armeria maritime ‘Alba’ and two samples of Sedum acre.
2.2. Highway runoff
During the months of March, April, May, June, August and September 2016, runoff water was
collected from two downspouts in both end sides of a bridge under the E6 highway in Mölndal,
Sweden (Fig. 4). The highway chosen is two lanes each way of 4,5m with 0,5m in end sides and
2 m between each way and it has a quite high traffic over the day with an average daily motor
vehicle traffic of 44510 vehicles per day in 2015 (http://vtf.trafikverket.se/SeTrafikfloden).
Figure 4. Location of the E6 highway in Mölndal (left) where the runoff was collected (GEO coordinates 57°38'49.2"N 12°01'21.6"E WGS84) and one of the downspouts in the bridge under the E6 highway (right)..
Taking into consideration the weather forecast, samples were collected after the first flush in
the different months. Daily and cumulative rainfall for each month of the study period is shown
in Appendix 1, with each storm water collection day (orange circle dots).
Highway runoff was collected in buckets placed at the outlet of the downspouts and promptly
transported to the laboratory where they were stored in a cold dark room in order to minimize
possible reactions.
The soil humidity condition of the rain garden affects how the filtered water infiltrate and will
also affect the dilution of the infiltrated water. It was important to maintain the condition of the
gardens as equal as possible during the measurement campaigns. Following method was
implemented. Rain gardens were considered moist when the 2 cm of the bottom of gardens had
at least 1 cm of water. In those days when they were drier, the gardens were watered with tap
water and it was waited until it had the same conditions. Watering testing days were chosen in
advance depending on the weather conditions, in order to avoid rain water. The amount of
runoff water was always between four and six liters and the filtered water was collected after
24 hours up to a maximum of 48 hours.
2.3. Toxicity tests
The possible toxicity of the highway runoff and the filtered water from the rain gardens were
analysed with two different procedures.
An acute toxicity immolibization assay with juvenile Daphnia magna extended to 72 hours was
performed according to the OECD guideline 202 (Organisation for Economic Co.operation and
Development, 2004). The purpose was to assess effects of chemicals towards mobility.
Guidelines suggested not to feed Daphnids as well as have pH and temperature under control
at the beginning of each test. These small freshwater crustaceans tolerate poor water quality,
pH between 6.5-9.5, temperature 18-22 °C. Highway runoff and the filtered rain garden water
from April, May, June, August and September were tested on Daphnia magna.
The experiment consists on using Petri dishes as test vessels and 10 young daphnids less than
24h old. They were exposed to 40mL of water solutions under room temperature conditions
(18-22°C). Immobilization (number of immobilized juveniles in each Petri dish) was recorded at
different time frames, 24, 48 and 72 hours and two replicates were done for each treatment.
A growth inhibition test with algae was carried out according to the OECD guideline 201.
Highway runoff water collected from the different months (April, May, June, August and
September 2016) were tested, in addition to the outflow from the raingardens from August and
September due to there was not enough filtered water from the other months to perform the
experiemnts. The purpose of this chronic test was to determine any effect on the growth of a
unicellular green algal species (Pseudokirchneriella subcapitata or Selenastrum capricornutum,
ATCC 22662). The initial cell concentration in the test cultures was around 104 cells/mL. Three
concentrations of runoff were arranged (100%, 50% and 25%) to be tested and four replicates
were included at each test concentration in all the months except June where there was just
water available for three replicates, in addition to four controls. Cell culture TC Easy Flasks,
sterile, 25 cm2 and 5-10ml working volume, were put in a GFL 3018 shaker at 50 rpm in the
climate room (21°±2°C). The cell concentration in each flask was determined at 72h after the
start of the test and in some cases also after a week. The algal medium used was MBL (Nichols,
H.W, 1973, for details see appendix 2) in miliQ water or runoff water according to the
concentration arranged to be tested, with pH 7´2. SkanIt Software 2.4.3. RE for Varioskan Flash
was used to measure the fluorometry (for protocol details appendix 3). In order to convert
relative fluorescence units (RFU) into number of cells per millimeter, a calibration curve was
used.
2.4. Chemical analyses
In order to find possible causes for the observed toxic effects, chemical analyses were planned.
However, only in August and September there was enough water left for implementing chemical
analyses. These were performed with the highway runoff and filtered water from August and
September by Eurofins Environment Testing Sweden AB. Total nutrients (P and N), total
suspended solids (TSS), total organic carbon (TOC), and heavy metals as manganese (Mn),
aluminum (Al), lead (Pb), cobalt (Co), copper (Cu), chromium (Cr), nickel (Ni) and zinc (Zn) were
analyzed.
2.5. Statistical analyses
Data were expressed as mean ± standard error. Mobility inhibition of Daphnia magna and
growth inhibition of Pseudokirchneriella subcapitata were analyzed using a one way analysis of
variance (ANOVA), followed by posthoc Bonferroni’s multiple range test. Statements of
significant differences were based on values p<0.05. All statistical analyses were conducted
using Statistical Packages for the Social Sciences (SPSS) Version 17.0.
3. Results and Discussion
3.1. Daphnia magna
In the experiments with Daphnia magna, testing any possible immobility caused by the water
filtered through rain gardens, no statistical significant differences were found in any of the
months. Some immobilized individuals were observed in filtered water but it could be attributed
to stress caused by handling the organisms. Therefore, D. magna does not seem to be affected
by the filtered water since no remarkable immobility was observed in any of the infiltrate from
the rain gardens.
However, on the highway runoff, statistical significance differences were found in August after
24h (p<0.001, F=84.868; appendix 4) and 48h (p<0.001, F=63.383; appendix 4), where the
mobility of the daphnids was significantly decreased by 55% and 70% respectively (Fig. 6). In
September mobility inhibition was observed after 48h with a 20% mobility reduced, but just
statistical significance differences were found after 72h (p<0.001, F= 18.758; appendix 4) with a
70% mobility reduced (Fig.7). The experiment was extended to 72h in all months due to during
the first months no alteration of the movement were observed, but some size differences were
observed. A dark dorsal line and bigger size was observed in most of the samples from filtered
water of raingardens (Fig.5). In those samples, the organisms seemed to move more actively and
faster than in those from runoff water which were smaller and moved seldom and in circles.
Those size differences were found mainly in the samples from May, June and August. In order
to know the cause of these size differences, a chronic toxicity test is recommended where the
food is controlled and starvation is discarded as possible cause.
Figure 5. Differences in size found in Daphnia magna after three days of exposure to filtered water through rain gardens and highway runoff from Mölndal (Sweden) in June 2016. On the left side, a sample on highway runoff water where it can be seen a light individual that showed smaller size and seldom movements. On the right side, a sample on filtered water where it can be seen a dark dorsal line and bigger that moved faster and more actively.
Figure 6. Acute immobilization test in Daphnia magna with highway runoff water from August 2016, Mölndal, Sweden after 24, 48 and 72h. Error bars represent the standard deviation.
Figure 7. Acute immobilization test in Daphnia magna with highway runoff water from September 2016, Mölndal, Sweden, after 24, 48 and 72h. Error bars represent the standard deviation.
3.2. Pseudokirchneriella subcapitata
Pseudokirchneriella subcapitata analysis were based on the inhibition of growth. Growth Inhibition was calculated as:
𝐺𝑟𝑜𝑤𝑡ℎ 𝐼𝑛ℎ𝑖𝑏𝑖𝑡𝑜𝑛 % = ( 1 − (𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑐𝑒𝑙𝑙𝑠 𝑖𝑛 𝑋 𝑠𝑎𝑚𝑝𝑙𝑒
𝑎𝑣𝑒𝑟𝑎𝑔𝑒 𝑜𝑓 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑐𝑒𝑙𝑙𝑠 𝑖𝑛 𝑡ℎ𝑒 𝑐𝑜𝑛𝑡𝑟𝑜𝑙𝑠)) ∗ 100
Growth inhibition was observed in May, June and September, where statistical significance
differences were found at different concentrations and exposure time.
Figure 8 shows the inhibition in May after six days of exposure. The statistical analysis showed
that there was a significance inhibition at the highest concentration (Bonferroni test, p=0.000,
Std. Error = 0.340; appendix 4) with an average growth inhibition of 20%. A possible explanation
could be that, after three days of exposure, possible active regulation and storage mechanisms
were able to cope with certain pollutant concentration, but after six days of exposure at the
highest concentration, the limit of tolerance was reached and toxic effect were observed. In
addition, with the fact that in stressful situations, organisms invest more energy in survive and
consequently the biomass and growth rate is reduced.
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Figure 9 shows the June inhibition data. Significant growth inhibition was obtained after three
days at 25% concentration (Bonferroni test, p=0.010, Std. Error= 0.044, appendix 4) where the
growth was inhibited in a 17´6% average. After four days exposure growth was inhibited in a
30% average at all concentrations and statistical significance differences were found, at 25%
(Bonferroni test, p=0.001, Std. Error= 0.058, appendix 4), 50% (Bonferroni test, p=0.004, Std.
Error= 0.058, appendix 4) and 100% concentration (Bonferroni test, p=0.002, Std. Error= 0.058,
appendix 4). This could be explained because low concentrations and three days of exposure,
were not enough for algae to implement all the mechanisms to cope with pollutants in the
water. It is known that some species are able to handle a range of certain concentration of
pollutants. In the presence of essential metals, like copper or zinc, each organism has an optimal
range of concentrations which depends on the homeostatic capacity and the natural
bioavailability background concentration (Bossuyt and Janssen, 2003). This
acclimation/adaptation capacity, that allows to regulate internal concentrations of metals, is
related to a general response (biological supply and demand) and to specific mechanisms (e.g.
metallothionein detoxification of metals). According to Bossuyt and Janssen (2005), the optimal
concentration range for copper for P.subcapitata is 1-35 µg/L and between 300-600 µg/L for
zinc, where there is an active regulation and storage mechanisms to regulate cellular levels.
Lower levels of those essential elements can lead to deficiency and higher levels to toxicity
(Berry and Wallace, 1981).
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Growth Inhibition of Pseudokirchneriella subcapitata against highway runoff at 25, 50 and 100% concentration after six days of exposure, May 2016
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Figure 8. Growth Inhibition of Pseudokirchneriella subcapitata in highway runoff at 25, 50 and 100% concentration after six days of exposure, May 2016. Controls are referred as zero concentrations and each treatment have four replicates. Error bars represent the standard deviation.
Statistical significance differences was also found in September at the highest concentration
after three days of exposure (Bonferroni test, p=0.043, Std. Error= 0.146, appendix 4) and after
six days of exposure (Bonferroni test, p<0.001, Std. Error= 0.063, appendix 4). The growth was
reduced in a 40´4% average after three days of exposure and in a 63´8% after six days. Figure 10
shows the growth inhibition in September after three and six days of exposure. Therefore, it
seems that there is something in the water that at low concentrations does not affects algae
growth until a higher concentration is reached and the growth is significantly affected. This is a
pattern that basically every organism follows in contact with pollutants. In case of being
essential elements, there are established three phases: deficiency, tolerance and toxicity; and
in nonessential elements there is no deficient phase present (Berry and Wallace, 1981). In the
Figure 10, it can be observed a little negative growth at the lowest concentration even although
no statistical significance differences were found with the controls. This positive effect observed
at low concentration and the toxicity at the highest concentration may be related to the
presence of essential heavy metals in the highway runoff water as copper or zinc.
Figure 10 Growth Inhibition of Pseudokirchneriella subcapitata in highway runoff at 25, 50 and 100% concentrations after three and six days of exposure, September 2016. Controls are referred as zero concentrations and each treatment have four replicates. Error bars represent the standard deviation.
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Figure 9 Growth Inhibition of Pseudokirchneriella subcapitata in highway runoff at 25, 50 and 100% concentrations after three and six days of exposure, June 2016. Controls are referred as zero concentration and each treatment have three replicates. Error bars represent the standard deviation.
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In the filtered highway runoff water through the rain gardens from August and after three days
of exposure against Pseudokirchneriella subcapitata, statistical significance differences were
found (p<0.001, F= 9.056, appendix 4). Soil +runoff (SR) was highly significant different from the
control and the other types of rain gardens. It is observed a negative inhibition, which means an
increase of growth comparing with any of the treatments (Fig.11). In the other treatments there
is barely no inhibition of growth.
Figure 11. Growth Inhibition percentage of Pseudokirchneriella subcapitata against rain gardens outflow, watered with highway runoff after three days of exposure and highway runoff water, August 2016. There are two replicates of each treatment and three samples were measured from each. Error bars represent the standard deviation.
After six days of exposure, inhibition can be seen in all the rain gardens and statistical
significance differences were found in 6P, six perennial (3x2) plants watered with pure runoff
(Fig. 12). A possible explanation is that it could be a toxicity effect where it has reached the limit
of tolerance of an element or elements is reached and all the regulation or storage mechanisms
could be failing.
Figure 12. Growth Inhibition percentage of Pseudokirchneriella subcapitata against rain gardens outflow watered with highway runoff after six days and highway runoff water, August 2016. There are two replicates of each treatment and three samples were measured from each. Error bars represent the standard deviation.
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In September the same tendency is followed after three and six days of exposure. On filtered
soil+runoff rain gardens appeared a considerable growth after three days of exposure (Fig.13)
and statistical significance differences were found with the other treatments (Bonferroni test,
p<0.001, Std. Error= 0.305, appendix 4). No inhibition or growth was observed in any of the other
treatments after three days of exposure as well. After six days of exposure, Figure 13, there was
growth inhibition and statistical significance in soil+runoff (Bonferroni test, p=0.041, Std. Error=
0.063, appendix 4) and six perennials (Bonferroni test, p=0.038, Std. Error= 0.063, appendix 4) .
Figure 13. Growth Inhibition percentage of Pseudokirchneriella subcapitata against rain gardens outflow watered with highway runoff after three days of exposure and highway runoff water, September 2016. There are two replicates of each treatment and three samples were measured from each. Error bars represent the standard deviation.
Figure 14. Growth Inhibition percentage of Pseudokirchneriella subcapitata against rain gardens outflow watered with highway runoff after six days and highway runoff water, September 2016. There are two replicates of each treatment and three samples were measured from each. Error bars represent the standard deviation.
When looking at the remediation effect of different types of rain gardens, no differences were
found concerning the number of plants. All rain gardens worked as good biofilter for runoff
water, although the raingarden with just soil and watered with highway runoff seemed to
provide more benefits to algae. That could be due to, even although there was a filtration of
pollutants observed, higher amount of compounds are not retained by the soil and go through
all the layers. In the short term, P. subcapitata is benefited by those substances or elements. But
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Inh
ibit
ion
%
Treatment
after longer period of exposure, as previously mentioned, all the regulation mechanisms to cope
with pollutants seemed to be saturated and a significant inhibiton of P. subcapitata growth rate
occurred.
In the experiments with P. subcapitata the rain gardens watered with tap water was included.
P. subcapitata also showed inhibition after six days of exposure of water from the gardens in
both August and September. The reason could be that something in the rain gardens could affect
these organisms apart from the runoff itself. But, due to, the infiltration rate was not measured
and the water was collected in the boxes underneath after several hours or the next day, it could
also be accumulation of pollutants in the layers between experiments and it could explain the
high concentration of the heavy metals in August comparing with the runoff itself.
3.3. Chemical Analyses
The chemical analyses show that in August, the runoff concentration in almost all the
compounds analyzed is lower or in the same range of concentration than the filtered water
concentrations (Table 1 and 2 and Figure 15). Just on Zn, the levels are significantly higher in the
runoff than in the rain gardens. Even then, no effect was observed in any of the filtered water
samples from August but in the runoff on Daphnia magna. In all the filtered water from
September there is a decrease in the pollutants concentration comparing with the runoff
concentration (Table 1, 2 and figure 15). The heavy metals data were compared with water
quality criteria for lakes and watercourse from Swedish EPA (Environmental Protection Agency)
and categorized in any of the five classes (Table 2). According to these values, high concentration
of copper and zinc was found in the highway runoff water tested in August and very high levels
of copper and zinc in September. Those levels, high and very high, are considered as a growing
risk of biological effects where the survival of aquatic organisms is affected even in short- term
(EPA, Water Standars criteria). In addition, moderate high concentration of chromium and lead
are found in September, which means that effects may occur. Also, according to Bossuyt and
Janssen (2005), adverse effects were observed at copper concentrations of 0.1 mg/L in
Pseudokirchneriella subcapitata and 0.15 mg/L in Daphnia magna. These values agree with the
results in the experiment, where a maximum of 0.12 mg/L of copper was found in the highway
runoff water from September and statistical significance differences were found for
Pseudokricheriella Subcapitata but not for Daphnia magna. Therefore, one of the compounds
that could be affecting the growth of Pseudokrichneriella subcapitata in September could be
copper.
In addition, the zinc concentration is 1 mg/L in September, above the limit of tolerance for the
organisms according to EPA and Muyssen and Janssen (2002), whose stablished an optimal
range concentration of 300-600µg/L for Daphnia magna.
Several authors report an effect of acclimatation on the acute and chronic toxicity of zinc, copper
and cadmium to Daphnia magna and Pseudokirchneriella subcapitata (Foster, 1977; Griffiths,
1980; Le Blanc, 1982; Boder et al. 1990; Stuhlbacher et al., 1992, Muyssen and Janssen, 2001;
Bossyt and Janssen, 2003 and 2004; Guan and Wang, 2014). These organisms can regulate some
essensial metals that are potentially toxic at high concentrations in order to maintain them in a
optimal concentration range. Each species have diverse mechanisms to compete with stress.
The concetrations which species can acclimate or adapte to, depend on the background
concentrations in their ecosystem and the specific mechanisms that allows to active regulation
or storage(Bossyt and Janssen, 2003 and 2004).
Table 1. Chemical results of the highway runoff water and filtered through raingardens from August and September 2016. There are four types of rain gardens: those with soil and watered with tapwater (controls); those with just soil but watered with runoff; those with three perennial species planted and watered with runoff; and those with two samples of three perennial species and watered with runoff. TSS, total suspended solids; TOC, total organic carbon; P, Phosphorus; N, Nitrogen; Mn, manganese; Al, Aluminum; Pb, Lead; Co, Cobalt; Cu, Copper; Cr, Chromium; Ni, Nickel and Zn, Zinc.
August September
Treatment Control Soil 3 perennials 6 perennials Runoff Control Soil 3 perennials 6 perennials Runoff
Ch
em
ical
an
alys
is (
mg/
l)
TSS - - - - 6,1 13 28 18 23 52
TOC 42 50 110 80 6 41 61 96 87 22
P 6 4,3 11 8,5 0,031 6 4,3 13 8,7 0,1
N 1,6 3,6 6,6 3,9 2 2 7,9 8 13 8,5
Mn 0,0084 0,019 0,034 0,038 0,0033 0,0089 0,027 0,023 0,028 0,15
Al 0,21 0,53 1 1,1 0,029 0,18 0,68 0,61 0,86 0,6
Pb 0,0011 0,0012 0,0017 0,002 <0,0005 <0,0005 0,002 0,0014 0,0022 0,0019
Co <0,001 <0,0010 0,0014 0,0014 <0,001 <0,001 0,001 <0,0010 0,0011 0,0044
Cu 0,036 0,028 0,031 0,03 0,025 0,015 0,039 0,054 0,045 0,12
Cr <0,001 0,0028 0,0059 0,007 0,0015 <0,001 0,0055 0,0046 0,0051 0,0077
Ni 0,0073 0,0072 0,02 0,017 0,0012 0,0049 0,0064 0,01 0,012 0,0061
Zn 0,015 0,061 0,1 0,066 0,23 0,015 0,081 0,06 0,1 1
Table 2. Assessment of metals in water according to Swedish EPA (appendix 5).
Class Description Colour
1 Very low conc.
2 Low conc.
3 Mod. High. Conc.
4 High conc.
5 Very high conc
All the results could not be explained based on the chemical analyses, being important to take
into consideration other pollutants very common in the highway runoff, like polyaromatic
hydrocarbons (PAHs) (Wik and Dave, 2005). PAHs are compounds used in the manufacturing of
car tires and very toxic for aquatic organisms. Approximately 10.000 tonnes of rubber particles
from tires end up in swedish roads and each tires has around one kilograme of high aromatic
oils (Wik and Dave, 2005).
August and September were the driest months under the study, with 12 and 20 days without
rain respectively (appendix 1). In these two months greater differences are found in both species
under this study, and that could be justified due the accumulation of pollutants during this long
periods without rain. Moreover, according to Wik and Dave (2005), summer tires are more toxic
than winter tires for having higher amount of PAHs.
Chemical Analysis
0
10
20
30
40
50
60
Control Soil 3perennial
6perennial
Runoff
mg/
l
Total Suspended Solids
0
2
4
6
8
10
12
14
Control Soil 3perennial
6perennial
Runoff
mg/
l
Phosphorus
0
2
4
6
8
10
12
14
Control Soil 3Perennial
6Perennial
Runoff
mg/
l
Nitrogen
00,020,040,060,08
0,10,120,140,16
Control Soil 3perennial
6perennial
Runoff
mg/
l
Manganese
0
0,2
0,4
0,6
0,8
1
1,2
Control Soil 3perennial
6perennial
Runoff
mg/
l
Aluminium
0
20
40
60
80
100
120
Control Soil 3perennial
6perennial
Runoff
mg/
l
Total Organic Carbon
Figure 15. Concentration of TSS, TOC, Phosphorous, Nitrogen and heavy metals in highway runoff and filtered raingardens water from August and September, 2016 in Mölndal, Sweden. Type of raingardens under study: soil watered with tapwater as controls; soil watered with runoff; one individual of 3 types of perennials planted and watered with runoff: Potentilla atrosanguinea, Armeria maritime ‘Alba’ and Sedum acre; two individuals of each of the same species previously mentioned and watered with runoff and the runoff itself. Blue line represents August and orange line represents September.
0
0,0005
0,001
0,0015
0,002
0,0025
Control Soil 3perennial
6perennial
Runoff
mg/
lLead
0
0,001
0,002
0,003
0,004
0,005
Control Soil 3perennial
6perennial
Runoff
mg/
l
Cobalt
0
0,002
0,004
0,006
0,008
0,01
Control Soil 3perennial
6perennial
Runoff
mg/
l
Chromium
0
0,02
0,04
0,06
0,08
0,1
0,12
0,14
Control Soil 3perennial
6perennial
Runoff
mg/
l
Copper
0
0,005
0,01
0,015
0,02
0,025
Control Soil 3perennial
6perennial
Runoff
mg/
l
Nickel
0
0,2
0,4
0,6
0,8
1
1,2
Control Soil 3perennial
6perennial
Runoff
mg/
l
Zinc
4. Conclusions
Highway storm water is chemically complex and contains unidentified compounds that could be
removed using inexpensive bioinfiltration as rain gardens. In this study rain gardens have been
proven to be efficient biofilters that prevent lethal impacts on Daphnia magna and
Pseudokirchneriella subcapitata. Even though pollutants were not completely removed by
infiltration just using soil, an improvement in the quality of the water was observed. But it is also
important to mention that the removal efficiency varies for the different compounds.
In this study, the mobility of Daphnia magna is affected by the runoff itself in August and
September on the acute toxicity, but not for the filtered water through the rain gardens and
those with just soil. August and September were the driest months under study, and the runoff
collected were the flush after longer periods without rain.
Some size differences were also observed in Daphnia magna in May, June and August, but a
chronic toxicity test is needed to clarify the cause and not mix it up with starvation.
An inhibition effect on the growth of Pseudokirchneriella subcapitata was observed in May, June
and September but the effect varies depending on the concentration and time of exposure. The
only filtered water tested in Pseudokirchneriella subcapitata were from August and September.
There was a tendency where a positive growth was observed in a short run and an inhibition of
growth appeared after six days of exposure. The inhibition could be due to the toxicity of the
runoff itself, but also to something in the material used in the construction of the rain gardens
or even a possible accumualtion in the layers between the experiments.
High levels of zinc and copper were found in the highway runoff from August and
September,even moderate high levels of chromium and lead were found in September too.
These metals are potentially toxic for the organisms at high concentrations, but through rain
gardens they are reduced and lethal impact on Daphnia magna and Pseudokirchneriella
subcapitata were prevented at least in a short run.
To get more accurate results of the drain capacity it would be recommended to scale the
experiments and locate the raingardens in the sides of the road or other urban areas with heavy
traffic, for example parking lots and bus stations. It would be required to measure the infiltration
rate in order to avoid any possible accumulation in the rain gardens along the different sampling.
In future studies, it would be of interest to track highway runoff during longer periods of time,
to compare through different seasons and different years. At least during winter and the
snowmelt period where the runoff duration and event volume increases, and it is expected a
higher concentration of pollutants.
Due to car tires contain several water soluble compounds that have severe effects to aquatic
organisms, in particular, polyaromatic hydrocarbons (PAHs), it is important to take it into
consideration in the chemical analyses in further studies.
5. References
Berry, W. L. and Wallace, A. Toxicity: The concept and relationship to the dose response curve.
Journal of Plant Nutrition. 3: 1-4, 13-19.
Bossuyt, B. T. A. and Jansses, C. R. 2003. Acclimation of Daphnia magna to environmentally
realistic copper concentrations. Comparative Biochemistry and Physiology Part C 136: 253-264.
Bossuyt, B. T. A. and Jansses, C. R. 2004. Long-term acclimation of Pseudokirchneriella
subcapitata (Korshikov) Hindak to different copper concentrations: changes in tolerance and
physiology. Aquatic Toxicology. 68: 61-74.
Bossuyt, B. T. A. and Janssen, C. R. 2005. Copper regulation and homeostasis of Daphnia magna
and Pseudokirchneriella subcapitata: influence of acclimation. Environmental Pollution 136:
135-144.
Bray, B., Gedge, D., Grant, G. and Leuthvilay, L. Rain Garden Guide, UK. 2012. Environment
Agency.
Councell, T. B., Duckenfield, K. U., Landa, E. R. and Callender, E. 2004. Tire-Wear particles as a
source of Zinc to the environment. Environ. Sci. Technol. 38: 4206-4214.
Dietz, M.E. and Clausen, J.C. 2005. A field evaluation of rain garden flow and pollutant treatment.
Water, Air, and Soil Pollution. 167:123-138.
Ebert, D. 2005. Ecology, Epidemiology, and Evolution of Parasitism in Daphnia
[Internet].Bethesda (MD): National Library of Medicine (US), National Center for Biotechnology
Information. Available from: http://www.ncbi.nlm.nih.gov/entrez/query.fcgi?db=Books
Swedish Environmental Protection Agency. Environmental Quality Criteria. Lakes and Watercourses. Report 5050. ISBN 91-620-5050-8. ISSN 0282-7298. Foster, P.L. 1977. Copper exclusion as a mechanism of heavy metal tolerance in a green alga.
Nature. 269: 322-323.
Fryer, G. 1991. Functional morphology and the adaptive radiation of the Daphniidae
(Branchiopoda: Anomopoda) Philes Trans R. Soc 331: 1-99.
Griffiths, P. R. E. 1980. Morphological and Ultrastructural Effects of Sublethal Cadmium
Poisoning on Daphnia. Environmental Research. 22:277-284.
Guan, R and Wang, W-X. 2004. Cd and Zn Uptake Kinetics in Daphnia magna in Relation to Cd
Exposure History. Environ. Sci. Technol. 38: 6051-6058.
Heijerick, D. G., Janssen, C. R. and De Coen, W. M. 2002. The Combined Effects of Hardness, pH
and Dissolved Organic Carbon on the Chronic Toxicity of Zn to D. magna: Development of a
Surface Response Model. Arch. Environ. Contam. Toxicol. 44: 210-217.
Hinman, C. 2013. Rain Garden Handbook for Western Washington. A Guide for Design,
Maintenance and Installation. Department of Ecology State of Washington. Washington State
University Extension.
Katsumata, M., Koike, T., Nichikawa, M., Kazumura, K. and Tsuchiya, H. 2006. Rapid
ecotoxicological bioassay using delayed fluorescence in the green alga Pseudokirchneriella
subcapitata. Water research 40 (18): 3393-4000.
Malinowska, E., Jankowski, K., Wisniewska-Kadzajan, B., Sosnowski, J., Kolczarek, R., Jankowska,
J. and Ciepiela, G.A. 2015. Content of Zinc and Copper in Selected Plants Growing Along a
Motorway. Bull Environ Contam Toxicol. 95: 638-643.
McIntyre, J. K., Davis, J.W., Incardona, J.P., Stark, J.D., Anulacion, B. F. and Scholz, N.L. Zebrafish
and clean water technology: Assessing soil bioretention as a protective treatment for toxic urban
runoff. Science of the Total Environment. 500-501: 173-180.
Moreira-Santos, M., Soares, A. M. V. M. and Ribeiro, R. 2004. An in situ bioassay for freshwater
environments with the microalga Pseudokirchneriella subcapitata. Ecotoxicology and
Environmental Safety. 59: 164-173.
Muyssen and Janssen. 2002. Accumulation and regulation of Zinc in Daphnia magna: Links with
Homeostasis and Toxicity. Arch. Environ. Contam. Toxicol. 43: 492-496.
Muyssen, B. T. A., De Schamphelaere, K. A.C. and Janssen, C. R. 2006. Mechanisms of chronic
waterborne Zn toxicity in Daphnia magna. Aquatic Toxicology 77: 393-401.
Nichols, H. W. 1973. Handbook of Phycological Methods- Ed. J. R. Stein. 16-17 pp. Cambridge
University Press.
OECD Guidelines for testing of Chemicals. Guideline 202: Daphnia sp., Acute Immobilization
Test, adopted April 2004.
OECD Guidelines for testing of Chemicals. Guideline 201: Alga, Growth Inhibition Test, adopted
June 1984.
Pica Granados, Y., Ronco, A. and Díaz Báez, M. C. 2004. Ensayo de toxicidad crónica con el alga
Selenastrum Capricornutum (Pseudokirchneriella subcapitata) por el método de enumeración
celular basado en el uso de hemocitómetro Neubauer.
Spromberg, J.A., Baldwin, D.H., Damm, S. E., McIntyre, J.K., Huff, M., Sloan, C.A., Anulacion, B.F.,
Davis, J.W. and Scholz, N.L. Coho salmon spawner mortality in western US urban watersheds-.
Bioinfiltration prevents lethal storm water impacts. Journal of Applied Ecology. 12534: 1365-
2664.
Valtanen, M., Sillanpää, N. and Setälä, H. 2015. Key factors affecting urban runoff pollution
under cold climatic conditions. Journal of Hydrology. 529: 1578-1589.
Wellander, Å. 2015. Systembeskrivning av regnbäddar. Från ståndortsuppbyggnad till
växtfysiologiska och morfologiska egenskaper. Master project in Landscape Architecture. SLU,
Sverige lantbruksuniversitet.
Wik, A. and Dave, G. 2005. Environmental labeling of car tires - toxicity to Daphnia magna can
be used as a screening method. Chemosphere 58: 645-651.
6. Appendices
6.1. Appendix 1
Precipitation histograms for April, May, June, August and September from the closest station to the runoff water collecting place. Kållered D, number 72360
(http://www.smhi.se/klimatdata/meteorologi/nederbord). Orange dots are the collecting day in each month.
4,5
0
5
10
15
20
25
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29
Dai
ly r
ain
fall
(mm
)
Day of the month
Mean day rain precipitation in April 2016 in Kållered (mm)
0,5
0
0,5
1
1,5
2
2,5
3
3,5
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31D
aily
rai
nfa
ll (m
m)
Day of the month
Mean day rain precipitation in May 2016 in Kållered (mm)
5,4
0
5
10
15
20
25
30
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31
Dai
ly r
ain
fall
(mm
)
Day of the month
Mean day rain precipitation in June 2016 in Kållered (mm)
25,7
0
5
10
15
20
25
30
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31
Dai
ly r
ain
fall
(mm
)
Day of the month
Mean day rain precipitation in August 2016 in Kållered (mm)
1,50
5
10
15
20
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29
Dai
ly r
ain
fall
(mm
)
Day of the month
Mean day rain precipitation in September 2016 in Kållered (mm)
6.2. Appendix 2
MBL Medium
Reference: Nichols, H. W. (1973) in Handbook of Phycological Methods, Ed. J. R. Stein, pp. 16-
17. Cambridge University Press.
Online source:
http://www.marine.csiro.au/microalgae/methods/Media%20CMARC%20recipes.htm#MBL
Adapted by the CSIRO for freshwater algae
Stock solutions Per litre distilled water
1. CaCl2.2H2O 36.76 g
2. MgSO4.7H2O 36.97 g
3. NaHCO3 12.60 g
4. K2HPO4 8.71 g
5. NaNO3 85.01 g
6. Na2SiO3.9H2O 28.42 g
7. Na2EDTA 4.36 g
8. FeCl3.6H2O 3.15 g
9. Metal Mix Add each constituent separately to ~750mL
of distilled H2O, fully dissolving between
aditions. Finally make up to 1L with distilled
H2O.
CuSO4.5H2O 0.01 g
ZnSO4.7H2O 0.022 g
CoCl2.6H2O 0.01 g
MnCl2.4H2O 0.18 g
Na2MoO4.2H2O 0.006 g
10. Vitamin stock
Cyanocobalamin (Vitamin B12) 0.0005 g / L dH2O
Thiamine HCl (Vitamin B1) 0.10 g / L dH2O
Biotin 0.0005 g / L dH2O
11. Tris stock 250.0 g / L dH2O
Store all stock solutions in the refrigerator.
To Prepare MBL Medium Add 1mL of each stock solution (1 – 11) to 1litre distilled water. (For species which cannot use nitrate substitute 1mL of NH4Cl made up to 5.4 g /L H2O) Adjust pH to 7.2 with HCl. Autoclave at 121°C (15PSI for 15 mins). Downloaded from seniorphysics.com/biol/eei.html
6.3. Appendix 3
Start SkanIt RE for varioskan Flash 2.4.3.
Fluorometric:
Excitation wave (nm): 425
Emission wavelength (nm): 680
Excitation bandwidth (nm): 12
Dynamic range: Auto range
Measurement time (ms): 100
6.4. Appendix 4
Statistical Analysis
In the next tables the significant cases found in the analyses are shown:
1. Acute Immobilization Toxicity Test in Daphnia magna:
a. August
Univariate Analysis of Variance
Dependent Variable: Mobility
Exposure Time
Variable F Sig. R Squared
Adjusted R Squared
24h Treatment 83´868 0´000 0´963 0´951
48h Treatment 63´383 0´000 0´948 0´933
72h Treatment 139´262 0´000 0´979 0´972
Post Hoc Tests: Bonferroni Mutiple Comparissons 95% Confidence Interval
Exposure time
Treatment Treatment Mean Difference
Std. Error
Sig Lower Bound
Upper Bound
24h Runoff Soil+Tapwater (control) 0´55 0´034 0´000 0´44 0´66
Soil+Runoff 0´53 0´034 0´000 0´41 0´64
Perennial3 0´53 0´034 0´000 0´41 0´64
Perennial6 0´55 0´034 0´000 0´44 0´66
48h Runoff Soil+Tapwater (control) 0´68 0´048 0´000 0´52 0´84
Soil+Runoff 0´65 0´049 0´000 0´49 0´81
Perennial3 0´68 0´049 0´000 0´51 0´84
Perennial6 0´70 0´049 0´000 0´54 0´86
72h Runoff Soil+Tapwater (control) 0´68 0´048 0´000 0´52 0´84
72h Soil+Runoff 0´65 0´049 0´000 0´49 0´81
Perennial3 0´68 0´049 0´000 0´51 0´84
Perennial6 0´70 0´049 0´000 0´54 0´86
b. September
Univariate Analysis of Variance
Dependent Variable: Mobility
Exposure Time
Variable F Sig. R Squared
Adjusted R Squared
72h Treatment 18´758 0´000 0´862 0´816
Post Hoc Tests: Bonferroni Mutiple Comparissons
95% Confidence Interval
Time exposure
Treatment Treatment Mean Difference
Std. Error
Sig Lower Bound Upper Bound
72h Runoff Soil+Tapwater (control) 0´60 0´094 0´000 0´28 0´92 Soil+Runoff 0´70 0´089 0´000 0´39 1´01 Perennial3 0´70 0´089 0´000 0´39 1´01 Perennial6 0´63 0´089 0´000 0´32 0´93
2. Growth Inhibition Test in Pseudokirchneriella subcapitata:
a. April and May
Univariate Analysis of Variance
Dependent Variable: Growth Inhibition
Exposure Time
Variable F Sig. R Squared Adjusted R Squared
6 days-Aprils Runoff Concentration 4´728 0´021 0´542 0´427 April
6 days-May
22´759 0´000 0´851 0´813 May
Post Hoc Tests: Bonferroni Mutiple Comparissons
95% Confidence Interval Treatment Treatment Mean
Difference Std. Error
Sig Lower Bound
Upper Bound
Exposure Time
Runoff Concentration Runoff Concentration
April 0´5 1 0´13650 0´39527 0´029 0´26111 0´1188
May 1 0 0´21132 0´034012 0´000 0´10409 0´31855 0´25 0´16926 0´034012 0´002 0´06203 0´27649 0´5 0´26574 0´034012 0´000 0´15851 0´37297
b. June
Univariate Analysis of Variance
Dependent Variable: Growth Inhibition
Exposure Time
Variable F Sig. R Squared Adjusted R Squared
72h Runoff Concentration 5´667 0´022 0´680 0´560
96h
13´521 0´002 0´835 0´773
Post Hoc Tests:Bonferroni Mutiple Comparissons
95% Confidence Interval Treatment Treatment Mean
Difference Std. Error
Sig Lower Bound
Upper Bound
Exposure Time
Runoff Concentration
72h 0 0´25 0´17629 0´043835 0´023 0´32878 0´02379
96h 0 0´25 0´31911 0´057877 0´003 0´52046 0´11776 0´5 0´27522 0´057877 0´009 0´47657 0´07387 1 0´30208 0´057877 0´005 0´50343 0´10073
c. September
Univariate Analysis of Variance
Dependent Variable: Growth Inhibition
Exposure Time
Variable F Sig. R Squared Adjusted R Squared
72h Runoff Concentration 8´669 0´002 0´684 0´605
6 days
47´547 0´000 0´922 0´903
Post Hoc Tests: Bonferroni Mutiple Comparissons
95% Confidence Interval
Treatment Treatment Mean Difference
Std. Error
Sig Lower Bound
Upper Bound
Exposure Time
Runoff Concentration
72h 1 0´25 0´71566 0´146270 0´002 0´25452 1´17680 0´5 0´53935 0´146270 0´019 0´07820 1´00049
6 days 1 0 0´63750 0´62503 0´000 0´44045 0´83456 0´25 0´65005 0´62503 0´000 0´45300 0´84710 0´5 0´48386 0´62503 0´000 0´28680 0´68091
d. Raingardens- August
Univariate Analysis of Variance
Dependent Variable: Growth Inhibition
Exposure Time
Variable F Sig. R Squared Adjusted R Squared
72h Treament 9´056 0´000 0´622 0´553
6 days
4´196 0´011 0´433 0´330
Post Hoc Tests: Bonferroni Mutiple Comparissons
95% Confidence Interval Treatment Treatment Mean
Difference Std. Error
Sig Lower Bound
Upper Bound
Exposure Time
72h Soil+Runoff Control 0´53935 0´133733 0´006 0´95644 0´12226 Soil+Tapwater 0´54809 0´109193 0´001 0´88864 0´20754
Perennial 3 0´51729 0´109193 0´001 0´85784 0´17673 Perennial 6 0´50440 0´109193 0´001 0´84496 0´16385
6 days Control Soil+Tapwater 0´26016 0´070000 0´012 0´47848 0´04184
e. Raingardens- September
Univariate Analysis of Variance
Dependent Variable: Growth Inhibition
Exposure Time
Variable F Sig. R Squared Adjusted R Squared
72h Treament 22´770 0´000 0´805 0´770
1 week
4´680 0´007 0´460 0´361
Post Hoc Tests: Bonferroni Mutiple Comparissons
95% Confidence Interval Treatment Treatment Mean
Difference Std. Error
Sig Lower Bound
Upper Bound
Exposure Time
72h Soil+Runoff Control 2´53220 0´373737 0´000 3´69782 1´36658 Soil+Tapwater 2´25013 0´305155 0´000 3´21185 1´30840 Perennial 3 2´45268 0´305155 0´000 3´40441 1´50096 Perennial 6 2´10827 0´305155 0´000 3´05999 1´15654
1 week Control Soil+Runoff 0´21023 0´062581 0´028 0´40541 0´01505 Soil+Tapwater 0´20062 0´062581 0´041 0´39580 0´00544 Perennial 6 0´20260 0´062581 0´038 0´39778 0´00742