UoP: 677644 1 Investigating the effect of implementing habitat enhancement structures for brown trout (Salmo trutta) on invertebrate abundance on the Bourne Rivulet. 677644 B.Sc. Year 3, 12/06/15 "A dissertation submitted in partial fulfilment
UoP: 677644
1
Investigating the effect of implementing habitat enhancement structures for brown trout (Salmo trutta) on
invertebrate abundance on the Bourne Rivulet. 677644
B.Sc. Year 3, 12/06/15"A dissertation submitted in partial fulfilment of
the requirements for the B.Sc. degreein Aquaculture and Fishery Management"
UoP: 677644
Abstract
A study was conducted on the Bourne Rivulet to investigate the effects of the implementation of habitat enhancement for brown trout (Salmo trutta) on invertebrate abundance. A site was chosen where no previous enhancement works had taken place and an absence of Rannunculus weed cover. A site 10m upstream was used as a control site, the middle site was directly behind the installed brushwood woody debris and upstream groyne with the downstream site 10m below the structures. Invertebrate samples were collected using three minute kick and analysed by species to common name level, counted for abundance and allocated a Biological Working Party Score (BMWP). Water quality, depth and flow measurements were also taken. A significant difference was observed between the sites for total invertebrate count (P=0.045) whilst tukey analysis showed no difference between the sites. The difference was attributed to a drop in total invertebrate count for the middle site one week after the habitat enhancement implementation. A significant difference was observed between all dates for total invertebrate count (P=0.000) and Baetidae count (P=0.000) indicating seasonality and potential changes to invertebrate drift rates in response to possible changes in flow regimes. No significant differences were observed between the sites for any water quality factors but were shown for cross section volume (P=0.000) and discharge (P=0.000). The results indicated the implementation of habitat enhancement had a short term effect to invertebrate abundance but no long term effects due to a rapid recovery rate and a high resilience to disturbances.
Keywords: Invertebrates, abundance, habitat enhancement, invertebrate drift, brown trout
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Disclaimer
This dissertation is a product of my own work and is not the work of any collaboration. I
agree that this dissertation may be available for reference and photocopying at the
discretion of the college.
Signed:....................................... UoP: 677644
Date:..........................................
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Acknowledgements
The author would like to thank the following persons for their help and support in completion of this project:
Mr Nick Lawrence (Fishery Manager) for allowing access to the site on the Borne Rivulet and the consent for data collection and for his assistance and consultation in the installation of habitat enhancement structures.
Dr. Neil Crooks for assisting in the initial concept idea and his support and guidance for the duration of the project and Mr Alan Black for his assistance with the reports statistical analysis.
Mr and Mrs Hook for their assistance during the data collection and recording.
Mr Roy Niblett for assistance with laboratory analysis and the loan of college equipment.
Mr Phillip Turnbull for his assistance in the installation of habitat enhancement structures.
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Contents
Table of Figures.........................................................................................................................v
Table of Tables..........................................................................................................................v
Introduction..............................................................................................................................1
River Habitat Enhancement & Restoration...........................................................................1
Invertebrates.........................................................................................................................3
Water Quality........................................................................................................................6
The Bourne Rivulet................................................................................................................6
Aims & Objectives.................................................................................................................7
Hypotheses...........................................................................................................................7
Methodology.............................................................................................................................8
Site Selection.........................................................................................................................8
Site Location..........................................................................................................................8
Habitat Restoration.............................................................................................................10
Kick Sampling......................................................................................................................12
Water Sampling...................................................................................................................13
Depth & Flow......................................................................................................................14
Lab Analysis.........................................................................................................................14
Statistical Analysis...............................................................................................................14
Results.....................................................................................................................................15
Discussion...............................................................................................................................19
Invertebrates.......................................................................................................................19
Water Quality......................................................................................................................21
Limitations...........................................................................................................................22
Future Work........................................................................................................................23
Conclusion...............................................................................................................................24
Bibliography............................................................................................................................25
Appendix 1 Raw Data..............................................................................................................31
Appendix 2 Statistical Tests Minitab Output...........................................................................35
Appendix 3 Standard Laboratory Procedures..........................................................................44
Appendix 4 Cross Sections.......................................................................................................45
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Table of Figures
Figure 1 an example of brushwood woody debris on the River Whitewater, Basingstoke
(Authors own)...........................................................................................................................2
Figure 2 an example of an upstream groyne on the River Lambourn, Newbury (Authors own)
..................................................................................................................................................2
Figure 3 the Bourne Rivulet location (Fishpal, 2014).................................................................7
Figure 4 site location on Bourne Rivulet (Google, 2014)...........................................................8
Figure 5 the survey site (before habitat enhancement)............................................................9
Figure 6 habitat restoration site before work completed taken from west bank (Authors own)
................................................................................................................................................10
Figure 7 woody debris and upstream groyne taken from downstream sample site looking
upstream (Authors own).........................................................................................................11
Figure 8 woody debris and upstream groyne taken from downstream sample site looking
upstream (Authors own).........................................................................................................11
Figure 9 the survey site after habitat enhancement work completed....................................12
Figure 10 the author conducting a kick sample on the middle survey site (Authors own)......12
Figure 11 the total number of invertebrates counted at each site on each sampling date.....15
Figure 12 the total number Baetidae invertebrates counted at each site on each sampling
date.........................................................................................................................................16
Figure 13 the total number of Trichoptera invertebrates counted at each site on each
sampling date..........................................................................................................................16
Figure 14 the total number of invertebrate species counted by common name at each site on
each sampling date.................................................................................................................17
Figure 15 the invertebrate BMWP score calculated for each site on each sampling date......17
Table of Tables
Table 1 survey dates and times.................................................................................................9
Table 2 adjusted BMWP scores of invertebrates....................................................................13
Table 3 the range of water quality and flow results observed for each site............................18
Table 4 water quality and flow parameters analysed using general linear model..................18
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Introduction
River Habitat Enhancement & Restoration
Crisp (2000) states the implementation of instream structures can be utilised to increase the
diversity of fish habitat through the aim of increasing the areas carrying capacity. A wide
range of habitat restoration and enhancement techniques are being implemented on chalk
streams to improve the ecological status under the Water Framework Directive (WFD)
(Hendry et al., 2003; Newson and Large, 2006). Sternecker et al. (2013) states an important
part of river restoration and habitat enhancement is to assess the impacts on the restoration
site and areas downstream, and to determine any potential impacts as a result of changes to
flow dynamics or increased or decreased sedimentation levels through monitoring and data
analysis.
Implementation of WFD management plans on chalk stream rivers has included river
restoration and habitat enhancement to improve and encourage wild brown trout
populations and reduce the need for stocking on river fisheries (Conallin et al., 2014).
Strategies have been implemented through enhancing habitat, stream velocities and silt
management to help restore brown trout spawning areas (Hendry et al., 2003). Chalk stream
rivers are impacted and subjected to anthropogenic pressures including habitat
deterioration, pollution and introductions of invasive species which can affect the
biodiversity of a system (Muchan, 2013). The monitoring of fish, invertebrate and
macrophyte species coupled with river restoration and habitat enhancement strategies are
being implemented to achieve good ecological status under the WFD (Van Ael et al., 2015).
The size and scale of projects is varied and is influenced by many factors including budget,
time and resource and equipment needs (Pretty et al., 2003). Everall et al. (2012) states the
majority of river enhancement and restoration works on chalk streams take place to
reinstate habitat and flow regimes that were lost as a result of river modification schemes
implemented in the twentieth century. River restoration projects are often prioritised to
focus on natural and semi-natural stretches to develop high value ecologically important
habitats for a range of fish, invertebrate and avian species (Harvey and Wallerstein, 2009).
River managers and land owners are increasingly utilising soft engineering solutions to
improve habitat for fish species as opposed to historical use of hard engineering solutions
and bank trimming and profiling (Palmer et al., 2005).
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The use of instream woody debris has shown to increase the potential growth of brown trout
by providing areas of slack water therefore reducing the amount of energy expended
(Gustaffson, 2011). Langford et al. (2012) states the use of woody debris is beneficial to large
brown trout (Salmo trutta). However juvenile brown trout have been shown to not utilise
these structures instead favouring marginal brushwood areas as they provide cover from
predators (Armstrong et al., 2003). The use of woody debris to form structures creates a
natural colonisable habitat for fish and invertebrate species (Hendry et al., 2003).
Figure 1 an example of brushwood woody debris on the River Whitewater, Basingstoke (Authors own)
Upstream groynes (flow deflectors) (Figure 2) are installed on chalk streams to increase flow
to reduce siltation in gravels, which improves salmon and brown trout spawning areas
(Hendry et al., 2003). The installation of upstream groynes, in-stream boulders and V-shaped
deflectors can be utilised to manipulate flow and increase flow velocity whilst also improving
habitat diversity (Smith et al., 2014).
Figure 2 an example of an upstream groyne on the River Lambourn, Newbury (Authors own)
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River restoration and habitat enhancement methods can involve bank re-profiling, re-
meandering, narrowing and the creation of specific features including riffles, backwaters,
in-stream flow deflectors and woody debris areas (Pretty et al., 2003). The introduction of
gravels to aid spawning for salmonid species is a common conservation method in chalk
streams (Mueller et al., 2014)
Invertebrates
The high levels of secondary production in chalk streams ensure a large abundance and
species diversity of invertebrates (Mann et al., 2006; Woodward et al., 2008). This results in
invertebrates representing an important part of the diet for brown trout (Mann et al., 2006;
Woodward et al., 2008). Juvenile brown trout feed on small prey items such as micro
crustacea and small Chiromidae and Ephemeroptera larvae (Crisp, 2000). Dineen et al. (2007)
states Baetidae and Trichoptera species represent the main species of invertebrates that
brown trout feed upon. Baetidae, Ephemera and Trichoptera species are most common
species of invertebrates found in southern England chalk streams with abundance levels
highest during May and June, due to their emergent life cycles (Wright et al., 1998).
Brown trout feed on all life stages of invertebrates however adults have shown a preference
to feed on terrestrial surface drifting invertebrates, whilst juveniles show a preference to
feed on benthic invertebrates (Nilsson and Persson, 2005; Dineen et al., 2007). 0+ brown
trout utilise marginal habitats which results in their diet compromising mainly of Chrironomid
and Plecoptera larvae (Skogland and Barlaup, 2006). Harrison (2000) states the marginal
habitat of chalk streams is very important to the biodiversity of invertebrates with margins
often showing higher levels of abundance than mid channel habitats. Therefore
invertebrates should be considered in the planning of restoration and habitat enhancement
methods for fish species (Spanhoff, and Arle, 2007).
Fish, invertebrate and macrophyte species have been comprehensively studied in chalk
streams however there have been limited studies on the response of invertebrates to the
implementation of habitat enhancements for fish species (Haase et al., 2013). The following
studies asses the impacts of various methods of river restoration and habitat enhancement
on invertebrate abundance and populations.
A study by Harrison et al. (2004) on a lowland river found that the abundance, taxon richness
and diversity of invertebrates are not affected by the instillation of instream flow deflectors.
Lepori et al. (2005) found that river restoration and enhancement techniques, such as woody
debris, groynes or instream boulders have no effect on invertebrate population diversity or
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abundance. A study by Mueller et al. (2014) found the introduction of instream boulders and
spawning gravels for salmonid fish species increased the invertebrate species density and
abundance.
Jahnig et al. (2010) states river restoration and habitat enhancement methods in rivers
implemented to create more diverse habitats do not result in any significant changes to the
abundance of invertebrate species. A study by Sternecker et al. (2013) found invertebrates
often show a decrease in abundance in the short term after river restoration has taken place
with an increase in abundance observed after 3 months. Muehlbauer et al. (2010) found
invertebrate abundance declines after the disturbance caused by river restoration
implementation however the recovery process is rapid resulting in short term effects in
newly restored systems.
A study by Everall et al. (2012) on the River Manifold found a significant increase in
invertebrate abundance and biodiversity following the installation of bank revetment using
soft brushwood techniques however the project was a large scale restoration covering 300m.
This suggests that although small scale projects conducted by others have shown no
significant affect or increase to invertebrate abundance large scale projects may be
beneficial to invertebrates (Lepori et al., 2005; Jahnig et al., 2010). The expense and time
required often limit fisheries managers and land owners to small scale projects (Haase et al.,
2013).
Harrison and Harris (2002) state chalk streams with a high structural diversity of bankside
vegetation show increased diversity of aquatic macroinvertebrates and terrestrial adult
aquatic insects. Invertebrate populations often show greatest abundance and diversity in
marginal areas of rivers and chalk streams (Harrison et al., 2004).
Gore et al. (2001) states flow, water quality interactions of conditions and morphology are
the factors that have the greatest influence on the distribution and abundance of
invertebrates in rivers. The changes in chalk stream flow regimes caused by natural seasonal
variation, channel diversions and abstraction have an impact in invertebrate productivity
thereby potentially affecting levels of abundance (Olsen et al., 2014). Carter et al. (2006)
states seasonal variation may complicate interpretations or influence results of invertebrate
abundance and population studies. Chalk streams invertebrates are sensitive to changes in
discharge and changes in water quality such as ammonia, phosphorus and dissolved oxygen
which affects levels of abundance (Durance and Omerod, 2008).
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The abundance levels of invertebrates in chalk streams can be affected by the rate of
invertebrate drift (Dewson et al., 2007; Kennedy et al., 2014). Invertebrate drift is a
fundamental process which is governed by intrinsic factors (invertebrate life stage,
behaviour and benthic diversity) and extrinsic factors (discharge, light intensity and water
quality) (Kennedy et al., 2014). The absence of instream macrophytes in chalk stream
especially Ranunculus can lead to increased invertebrate drift (Dewson et al., 2007). The
presence of Ranunculus in chalk streams helps to provide a more diverse range of habitats
for invertebrates and fish by providing cover and by changing flow dynamics with clear
channels offing faster flows with slacker areas behind the Ranunculus beds (Harrison et al.,
2005).
Dewson et al. (2007) states invertebrate drift increases immediately following a reduction in
flow resulting in decreased habitat for some species and increased habitat for others. During
periods of low flow conditions on chalk stream rivers invertebrates have been shown to
decrease in population abundance, due to the change in habitat conditions and therefore
the suitability of the habitat (Wood et al., 2010; Kennedy et al., 2014). A decrease in flow
velocity can result in an increase in invertebrate drift for species such as mayfly larvae due to
habitat becoming unusable (Dewson et al., 2007; James et al., 2008). However species there
is an increase of species that are suited to low velocity conditions such as worms and
Chrironomid larvae (James et al., 2008).
Trichoptera species can be less susceptible to changes in flow than Baetidae species due to
upstream crawling aggregation (Pastuchova, 2006). Trichoptera species invertebrate drift
levels increase when flow increases due to individuals being dislodged by the increased
current or changes in behaviour that have been observed in response to changes in flow
(Verdonschot et al., 2014). A reduction in flow causes a decrease in invertebrate abundance
in chalk streams as a result of increased predation rate and increase in invertebrate drift
(England, 2011).
The regular assessment of invertebrate populations is undertaken to monitor river water
quality and to assist the environment agency to measure the effects on rivers of pollution
incidents (Wright et al., 2003). Aquatic invertebrates have different tolerances to levels of
pollution and water quality (Chang et al., 2014). The Biological Monitoring Working Party
(BMWP) score uses invertebrates as biological indicators to determine water quality (Paisley
et al., 2014).
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BMWP scores only indicate an impact when a taxon disappears or appears which the case is
often during monitoring for low abundant species (Clarke and Murphy, 2006). Therefore
measuring abundance alongside BMWP score provides more accurate analysis of population
changes (Paisley et al., 2014). The BMWP score is an important part of invertebrate
monitoring but by assessing assemblages based on presence or absence seasonal changes
are difficult to detect (Leunda et al., 2009). Therefore individual species and total counts are
important to help detect changes to invertebrate abundance (McCabe and Gotelli, 2000;
Leunda et al., 2009).
Water Quality
Chalk streams in southern England have high nutrient levels and flow regimes which provide
excellent conditions for the growth of aquatic plants and produces a large abundance and
variety of invertebrate, macrophyte and fish species (Bowes et al., 2005). Chalk streams are
fed from groundwater aquifers that contribute between 73-90% of total flow (Heywood and
Walling, 2007). The water has a high clarity a relative high water quality resulting in high
levels of primary and secondary production with high levels of biodiversity (Allen et al.,
2010).
The temperature can range between 4-18°C over a year with an average temperature of
10°C (Bowes et al., 2011; Shelly et al., 2015). The water temperature correlates with air
temperature (due to water and air responding to temporal solar heat inputs) and can also be
affected by the time of day measurements are taken and the levels of riparian shading
(Johnson, 2004; Bowes et al., 2011). Neal et al. (2000) states levels of suspended solids in can
vary between 1.4-17.8 mg/l with an average of 5.4 mg/l, with fluctuations often being a
result of surface run off (Crooks, 2011).
Ammonia levels can range between 0.00-0.15ppm with an average level of 0.03ppm and
dissolved oxygen ranges between 90-110 % saturation and often fluctuates daily due to
diurnal rhythm (Neal et al., 2000). The pH can fluctuate up to 0.9 in a day, as a result of in-
steam biological activity with a range of approximately 7.3-8.2 (Neal et al., 2000; Flynn et al.,
2002). Phosphorus levels can range between 0.1-0.4ppm and are affected by changes to
flow, temperature, diffuse agricultural inputs, and sewage and watercress farm effluent
(Bowes et al., 2011).
The Bourne Rivulet
The Bourne Rivulet is a chalk steam tributary of the River Test in Hampshire. The source is
located just north of Ibthorpe and it has a course of three miles before joining the River Test
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at Whitchurch (Figure 3,). The Bourne rivulet is famous for wild brown trout fishing, with
upstream dry fly and nymph fishing the accepted methods. The wild brown trout fishing was
popularised by the book 'Where bright waters meet' by Harry Plunket Greene which
motivates many anglers to visit and fish the Bourne Rivulet each year (Famous Fishing, 2011).
Figure 3 the Bourne Rivulet location (Fishpal, 2014)
Aims & Objectives
There are limited studies on the impact of habitat enhancement structures for brown trout
relating to invertebrate abundance. The aim of the study was to assess if the implementation
of habitat enhancement structures for brown trout affects invertebrate abundance. The site
considered on the Bourne Rivulet enabled a study to take place on a privately owned stretch
of chalk stream river. The Bourne Rivulet above Hurstbourne Priors is almost unique as a
stretch of chalk stream because brown trout are the only fish species present with the
exception of micro fish species such as Bullhead (Cottus gobio).
The aim of the river enhancement was to create an area of marginal brushwood woody
debris and upstream groyne to provide holding areas for both juvenile and large brown
trout.
Hypotheses
Null hypothesis:
The implementation of habitat enhancement structures for brown trout on the Bourne
Rivulet has no affect on invertebrate abundance.
Alternative hypothesis:
The implementation of habitat enhancement structures for brown trout on the Bourne
Rivulet causes short or long term changes to invertebrate abundance.
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Methodology
Site Selection
The site for the implement habitat restoration for the purpose of this study was chosen after
consultation between the author and fishery manager Nick Lawrence. The site was chosen
for the following reasons;
An absence of water crowfoot (Rannunculus spp.) weed growth which would provide
cover for brown trout.
A high amount of siltation in the gravel substrate.
The area had no previous habitat restoration measures implemented.
The use of upstream groynes enabled the flow to be manipulated allowing the
creation of an artificial meander in an otherwise straight stretch of river.
The absence of features to create holding areas for large brown trout.
An absence of marginal cover and features for juvenile brown trout and invertebrate
species on the west bank
Site Location
The site was located approximately 250m upstream of the iron bridge above the village of
Hurstbourne Priors (Figure 4). Once the site was chosen the decision was made to install an
area of woody debris, incorporating an upstream groyne.
Figure 4 site location on Bourne Rivulet (Google, 2014)
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Three areas of the site were chosen for sampling. They were 10m above (upstream site),
10m below (downstream site) and an area immediately below where the habitat restoration
was to be implemented (middle site) (Figure 5).
Figure 5 the survey site (before habitat enhancement)
Table 1 shows the dates and times for the sampling and the habitat enhancement
implementation. A period of two weeks was allowed between each sample date to allow the
areas to recover. An exception was made for the first sample after the habitat enhancement
implementation, as this enabled more potential short term affects to be assessed.
Table 1 survey dates and times
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Habitat Restoration
Figure 6 shows the site looking from the west bank from the middle sample site before any
habitat restoration has taken place.
Figure 6 habitat restoration site before work completed taken from west bank (Authors own)
Willow branches were cut from a tree which had fallen across the stream, creating material
for the woody debris structure and removing an obstacle to anglers and a potential flood
risk. The trunk of the fallen tree was utilised for the upstream groyne.
The willow cuttings were pushed into the bank at the upstream end of the designated area
for restoration. Layers of branches were built up and pushed underneath each other to
create a living matrix with spaces created for juvenile brown trout habitat.
Utilising willow as the material for the woody debris means the branches will continue to
grow. Ongoing management will be needed to ensure the structure retains the correct shape
and does not increase in size. This is the preferred technique of the fishery manager and as
suggested by, Hendry et al. (2003). Through utilising willow this will provide him with a
supply of willow branches for future habitat enhancement material.
The trunk section was manoeuvred into place so that it overlapped the woody debris, which
helped to pin the branches in place and to prevent scouring and erosion taking place behind
the upstream groyne.
The upstream groyne was pinned in place with two chestnut stakes at either end and
secured with wire. The chestnut stakes were driven approximately 0.4m into the substrate to
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ensure the structure was stable, and would remain in place even during periods of high flows
and floods. Figure 7 shows the completed habitat enhancement with woody debris and
upstream groyne in place.
Figure 7 woody debris and upstream groyne taken from downstream sample site looking upstream (Authors own)
The woody debris was held in place with wire which was tightened between chestnut stakes
which will ensure the branches remain in place during high flows and in periods of flooding.
A large branch from another fallen tree was placed over the woody debris branches to help
pin the small branches in place (Figure 8).
Figure 8 woody debris and upstream groyne taken from downstream sample site looking upstream (Authors own)
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Figure 9 shows the site scale drawing after habitat enhancement works were completed.
Figure 9 the survey site after habitat enhancement work completed
Kick Sampling
A standard three minute kick sample was taken across the width of the stream (Mercer et
al., 2014). An assistant timed and called out at 30 second intervals to ensure a consistent
procedure for all samples taken. Figure 10 shows the author conducting a kick sample on the
middle sample site.
Figure 10 the author conducting a kick sample on the middle survey site (Authors own)
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UPSTREAM GROYNE
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Once each kick sample was completed the contents of the net were emptied into a white
tray (43x28x7.5cm) with water. The nets were twice washed through to ensure the entire
contents were emptied into the tray. Each sample was analysed with each species assigned a
category and the number estimated as accurately as possible. A modified Biological
Monitoring Working Party (BMWP) score was assigned to each sample (Table 2) with scores
being adjusted from Paisley et al. (2014) to allow identification by the common name rather
than species level.
Table 2 adjusted BMWP scores of invertebrates
The samples were returned to the river from the area they were taken once fully analysed
and recorded. Each of the three areas of the site was sampled once on each survey date.
All kick sampling and sample analysis was completed by the author to ensure a constant and
consistent effort to reduce error, inaccuracies and bias in the results.
Water Sampling
Water samples were collected for suspended solids, ammonia, phosphorus and nitrite
analysis On each survey date. The samples were collected in 1L mineral water bottles which
were thoroughly washed with river water before the sample was collected.
The samples were collected starting at the downstream sample site, then working upstream
to ensure the results were not affected by particles being disturbed by wading the stream.
All samples across the three sites were taken from the midpoint of the stream. The samples
were frozen on the day of collection to allow for lab analysis to be completed at a later date
(Cabrita et al., 2014).
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Dissolved oxygen and temperature were measured using a HI 9146 portable waterproof
dissolved oxygen meter. The pH was measured using a VWR pH 100 probe. Carbonate
hardness (KH) and general hardness (GH) were measured using Tetra test kits. All water
quality tests and readings were taken from the same point at each site and all samples dated
and labelled with the location they were collected from.
Depth & Flow
The flow rate measurements were taking with a MFP126-S advanced stream flowmeter.
Flow rate measurements were taken at three points across the stream to calculate a mean
flow rate. A River Form Channel Analysis software program was used in conjunction with the
mean flow velocity, depths and width data to provide a cross sectional area and flow
discharge (cumecs). Flow rates and depth were measured for each site on all survey dates.
Lab Analysis
The bottles containing the water samples were defrosted at room temperature and analysed
in the Sparsholt college analytical laboratory. The samples were filtered to test for
suspended solids (Appendix 3) and for preparation for the skalar machine analysis (San ++
system continuous flow analyser). The filter papers were weighed before and after filtration
of the samples with the difference giving a measurement of suspended solids in milligrams
per 500ml of water (mg/500ml).
Approximately 15ml of filtered sample water was placed in labelled 15ml cuvette for analysis
in the skalar (Skalar, 2014) machine for ammonia, phosphorus and nitrite. Each sample was
completed in triplicate to reduce the possibility of errors and an average of the three results
taken to give the final result for ammonia, phosphorus and nitrates.
Statistical Analysis
Statistical analysis was conducted on the results for total abundance of all species (the total
sum of all individuals counted for every species for each site). The abundance of Trichoptera
species (cased caddis and caseless caddis) and Baetidae species (burrowing mayfly,
swimming mayfly, blue winged olives and flat bodied olives) is significant as they are the
most important part of the brown trout diet in chalk streams (Dineen et al., 2007). The
number of species by common name and BMWP score. Statistical tests were used to analyse
the water quality and flow parameters.
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On completion of data collection tests for normal distribution and equal variance were
conducted with the result being that not all data was normally ditributed and with equal
variance. Littell et al. (2002) states that a general linear model can be used for normally
ditributed and not normally distributed data, with or without equal variance. Therefore
general linear model was chosen to statistically test the data. This enabled multiple factors
be analysed assesing if any significant differences between factors were present between the
sites and the dates.
Results
Date 05/08/201422/07/201408/07/201424/06/201417/06/201403/06/2014
800
700
600
500
400
300
200
100
0
Tota
l Inv
erte
brat
e Cou
nt
DownstreamMiddleUpstream
Site
Figure 11 the total number of invertebrates counted at each site on each sampling date
A general linear model analysing the total invertebrate count showed a significant difference
between the dates (P=0.000) and a significant difference between the sites (P=0.045).
However a tukey analysis shows all sites are in the same group. A general linear model
excluding the middle site on 24/06/2014 shows no significant difference (P=0.117)between
the sites but a significant difference between the dates (P=0.000). A general linear model
excluding all site data from 24/06/2014 also shows no significant diference (P=0.143)
between the sites but a significant difference between the dates (P=0.000). The total count
was 293 which were much lower than the upstream control site (576 total invertebrate
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count) and the downstream site (522 total invertebrate count). The species showing the
biggest reduction were swimming mayflies.
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Date 05/08/201422/07/201408/07/201424/06/201417/06/201403/06/2014
500
400
300
200
100
0
Baet
idae
Cou
nt
DownstreamMiddleUpstream
Site
Figure 12 the total number Baetidae invertebrates counted at each site on each sampling date
A general linear model analysing the Baetidae count showed a significant difference between
the dates (P=0.000) and no significant difference between the sites (P=0.058).
Date 05/08/201422/07/201408/07/201424/06/201417/06/201403/06/2014
30
25
20
15
10
5
0
Trich
opte
ra C
ount
DownstreamMiddleUpstream
Site
Figure 13 the total number of Trichoptera invertebrates counted at each site on each sampling date
A general linear model analysing the trichoptera count showed no significant difference
between the dates (P=0.208) and no significant difference between the sites (P=0.176).
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Date 05/08/201422/07/201408/07/201424/06/201417/06/201403/06/2014
12
10
8
6
4
2
0
Num
ber o
f Spe
cies b
y Com
mon
Nam
e
DownstreamMiddleUpstream
Site
Figure 14 the total number of invertebrate species counted by common name at each site on each sampling date
A general linear model analysing the total number of invertebrate species counted by
common name showed no significant difference between the dates (P=0.939) and no
significant difference between the sites (P=0.416).
Date 05/08/201422/07/201408/07/201424/06/201417/06/201403/06/2014
80
70
60
50
40
30
20
10
0
BMW
P sc
ore
DownstreamMiddleUpstream
Site
Figure 15 the invertebrate BMWP score calculated for each site on each sampling date
A general linear model analysing the BMWP score showed no significant difference between
the dates (P=0.989) and no significant difference between the sites (P=0.453)
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Table 3 the range of water quality and flow results observed for each site
The ranges of values for water quality and flow parameters for each site are shown in Table
3. The results show little variation between the sites for most factors except middle site
results for discharge and cross section volume which were higher than the upstream and
downstream sites. All raw data for the study can be seen in Appendix 1.
Table 4 water quality and flow parameters analysed using general linear model
The water quality and flow parameters analysed using general linear model showed a
significant difference between the dates for pH (P=0.000), temperature (P=0.000), ammonia
(P=0.005), phosphorus (P=0.002), nitrite (P=0.000), discharge (P=0.000), mean velocity
(P=0.007) and cross section volume (P=0.002). No significant difference between the dates
was observed for dissolved oxygen (P=0.142) and suspended solids (P=0.795). No significant
difference was observed between the sites for pH (P=0.864), temperature (P=0.400),
ammonia (P=0.701), phosphorus (P=0.402), nitrite (P=0.402) and mean velocity (P=0.409). A
significant difference between the sites was observed for discharge (P=0.000) and cross
section volume (P=0.000). A tukey test showing all sites were significantly different from
each other for both discharge and cross section volume.
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Discussion
Invertebrates
The drop in invertebrate abundance observed for the middle site on the 24th June coupled
with changes to flow dynamics suggest the disturbance caused by the installation of the
habitat enhancement have caused a short term effect to invertebrate abundance. The
effects potentially a result of the subsequent changes to the cross sectional profile or slight
variations in flow. This concurs with studies by Sternecker et al. (2013) and Muehlbauer et al.
(2010) which found Invertebrates abundance decreases in the short term after river
restoration and habitat enhancement. The effects are limited to the short term as
invertebrate recovery process is rapid as many species show high levels of resilience to
disturbances (Muehlbauer et al., 2010; Ledger et al., 2012). The recovery of invertebrates is
supplemented by immigration occurring from invertebrate drift (Ledger et al., 2012).
The results show that no long term effects were evident on invertebrate abundance after the
implementation of the habitat enhancement structures. A study by Harrison et al. (2004) also
found that invertebrate abundance was not affected by the installation of instream flow
deflectors in a lowland stream. Leprori et al. (2005) showed similar findings where the
installation of woody debris, groynes and boulder enhancement techniques and river
restoration projects has no effect on invertebrate abundance. Jahnig et al. (2010) found the
implementation of river restoration and habitat enhancement methods caused no significant
changes to invertebrate abundance. However Everall et al. (2012) found a significant
increase in invertebrate abundance and biodiversity after the implementation of a 300m
restoration project on the River Manifold which used soft brushwood bank revetment
techniques. Therefore the results of this study concur with previous findings that small scale
projects have no long term effects on invertebrate abundance, whilst large scale projects can
be beneficial and improve invertebrate abundance and diversity (Lepori et al., 2005; Jahnig
et al., 2010).
The total invertebrate count showed a significant difference (P=0.000) for the dates which
can be contributed to all sites showing a decrease in abundance. The average total count
decreased from 509 on the first sample date to 260 on the last sample date. The decrease in
abundance can be explained through seasonality, with Wright et al. (1998) suggesting that
invertebrate abundance levels in chalk streams are highest during May and June due to the
emergent life cycle of species such as Baetidae, Ephemera and Trichoptera. Carter et al.
(2006) suggests seasonal variation can influence the results of invertebrate population and
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abundance studies. Throughout the study minimal changes were observed to the abundance
categories for most invertebrate species. The changes to the abundance categories that did
occur help confirm the effect of seasonality on the results of this study (Wright et al., 1998;
Carter et al., 2006).
The abundance of Baetidae species followed the same trend as the total abundance with no
significant difference between the sites shown (P=0.058). A decrease was seen on the middle
site for the 24th June with a significant difference being shown between the dates (P=0.000).
This concurs with studies by that found as flow decreases, invertebrate drift in Baetidae
species increases due to a reduction in suitable habitat (James et al., 2008; Wood et al.,
2010; Kennedy et al., 2014).The reduction in abundance can also be explained by seasonality
due to the emergent life cycle of Baetidae species (Wright et al., 1998).
The abundance of Trichoptera species also showed no significant difference between the
sites (P=0.176) and no significant differences between the dates (P=0.208). However the
upstream site showed a higher abundance category than the middle and downstream sites.
This would suggest that the implementation of the habitat enhancement does have an effect
of Trichoptera abundance. However the counts were all between 10 and 30 individuals
meaning the species are of low abundance and small differences in counts are magnified
(Leunda et al., 2009). The absence of a significant difference between the dates suggests
Trichoptera species are potentially less affected by seasonality and less susceptible to
changes in abundance in response to changes in flow (Pastuchova, 2006; Verdonschot et al.,
2014).
A significant difference was shown for mean velocity for all sites across the dates (P=0.007),
which can be attributed to the 0.09m drop in river level that occurred during the study
period. The implementation of the habitat enhancement structures did not affect the mean
velocity for the middle site, however the nearside flow measurements reduced to 0.00
m/sec from 0.45 m/sec and the middle measurements increased from 0.25 m/sec to 0.50
m/sec before the structures were installed. The changes show that the habitat enhancement
affected the middle site flow dynamics resulting in potential changes to invertebrate habitat
conditions (Durance and Omerod, 2008; Kennedy et al., 2014). Gore et al. (2001) states flow
is one of the most influential factors on the abundance of invertebrates in rivers. Kennedy et
al. (2014) states invertebrate abundance levels are affected by the rate of invertebrate drift,
which can be influenced extrinsic factors including flow and discharge. Invertebrates are
sensitive to changes in flow regimes caused by natural seasonal variation which results in
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changes to abundance levels (Durance and Omerod, 2008; Olsen et al., 2014). The changes in
velocity will have influenced the rate of invertebrate drift that occurred (England, 2011). A
study by Dewson et al. (2007) found invertebrate drift increases when flow decreases due to
changes to habitat conditions. The changes to habitat as a result of reduced flow increases
invertebrate drift in mayflies and caddis larvae whilst species which prefer low velocity
conditions can potentially increase (James et al., 2008; Wood et al., 2010; Kennedy et al.,
2014).
The absence of instream macrophytes (especially Ranunculus) in the study site will have
contributed to the level of invertebrate drift potentially increasing as the flow decreased
(Dewson et al., 2007). The presence of Ranunculus provides cover for invertebrates as well as
changing flow dynamics therefore creating a more diverse area of habitat (Harrison et al.,
2005).
No significant difference was observed for number of species by common name (P=0.416)
and BMWP score (P=0.453) between the sites. This concurs with the studies by Harrison et
al. (2004) and Lepori et al. (2005) which found that river restoration and habitat
enhancement techniques implemented for trout had no effect on invertebrate diversity or
taxon richness. The number of species by common name and BMWP score showed no
significant difference between the dates, which suggests the availability of suitable habitat
was reduced as opposed to being removed (Dewson et al., 2007). The similar number of
species by common name and BMWP score found through the duration of the study
suggests seasonality affects abundance rather than species diversity (Wright et al., 1998).
However Leunda et al. (2009) states seasonal changes are difficult to detect when analysing
invertebrates using BMWP scores. The presence or absence of low abundant species can
affect BMWP scores and make assessment of changes in population structure and diversity
due to seasonality difficult to analyse (Paisley et al., 2014).
Water Quality
The significant differences observed in water quality parameters between the dates can be
attributed to the weather conditions for the duration of the study with temperature being
the driving factor that influences changes (Johnson, 2004; Bowes et al., 2011). The only
significant differences between the sites for water quality and flow parameters observed
were for discharge and cross sectional volume. The absence of a significant difference
between the sites can be attributed to the stable conditions of chalk streams and suggests
the implementation of the habitat enhancement structures had no effect on water quality
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(Bowes et al., 2005). However short term fluctuations in water quality could have occurred
but not recorded due to the weekly or fortnightly sampling dates (Wade et al., 2012). The
water quality results were as expected due the similarities to results from previous studies
conducted on chalk streams (Neal et al., 2000; Flynn et al., 2002; Johnson, 2004; Heywood
and Walling, 2007; Allen et al., 2010; Bowes et al., 2011; Crooks, 2011; Bowes et al., 2011;
Shelly et al., 2015).
The significant difference between the sites for discharge (P=0.000) was unexpected as all
sites should have been the same. The difference could have been caused by errors by the
author in data collection. Bradford (2002) suggests digital flow metres can have a 2% error
margin, and that manual reading of depths to the nearest centimetre can also result in a 2%
error which can affect discharge calculations. Walling et al. (2006) suggests differences in
discharge can be observed in short distances of rivers due to variation in surface and
groundwater interaction resulting in flow accretion or depletion. A significant difference in
discharge was observed between the dates for discharge (P=0.000) and cross sectional
volume (P=0.000) which can be attributed to the drop in river level that that occurred during
the study period. The significant difference between the sites observed for cross sectional
volume could have been caused by the variations in site (Madsen et al., 2001) or potential
errors during the data collection (Bradford, 2002).
Limitations
The high levels of silt and detritus in the kick samples made counting all individuals very
difficult (Taylor et al., 2001). Therefore the counts of each species were estimated however
the abundance categories were used as a guide in an endeavour to achieve a count which
was accurate as possible. As the total counts of species individuals were estimated this may
have affected the accuracy of the results. However the same process was used by the author
in analysing each sample, in an attempt to avoid subjectification and gain as accurate results
as possible. A larger tray size may have helped to spread out the samples and make counts
and identification easier for the author.
The invertebrates were identified to species level but by common name and identification
guides were used it would have been more accurate to identify all invertebrates to species
level. However this was beyond the capabilities of the author and would have been difficult
to achieve when analysing samples in the field. The slight variations in flow rate, depths and
widths (therefore cross sectional volume) and habitat (for example the large slack silty area
on the middle site) could have affected the results (Franken, 2008). Although the variations
23
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in habitat have been noted, a full habitat assessment of the sites including substrate type,
macrophyte coverage and a more in depth flow analysis, would have allowed for a greater
understanding of any effects the habitat enhancement structures had on the river
morphology. A parallel survey to measure the levels of invertebrate drift occurring would
have helped understand the effects of changes to flow caused by the installation of the
habitat enhancement and due to the drop in river level that occurred during the study (Neale
et al., 2008). However measuring invertebrate drift was not considered when the experiment
was designed and the limited access to the river and the time needed to conduct the extra
survey would not have made it feasible for the author.
Whilst the large numbers of variables where possible have been taken into account, whilst
collecting and analysing data for this study the conclusions found are potentially subjective.
Therefore it is suggested further work is needed to help provide more conclusive results
(Nilsson et al., 2003).
The number of water samples collected was restricted to one sample per site for each date
because of limited freezer space availability. Ideally at least two samples would have been
taken from each site on all dates to allowing the replicates to be averaged ensure results
were as accurate as possible (Haley, 2009).
Future Work
The following future works have been identified which would eliminate some of the
limitations and progress the ideas and findings of this study. The three minute cross sectional
kick sample collection method is standard procedure, but it only provides an overview of all
habitat types and invertebrate abundance across the stream. The effects of the
implementation of small scale habitat enhancement for brown trout may be limited to
specific habitat areas and invertebrates often show a higher abundance in marginal areas
than mid channel habitats (Harrison, 2000). Therefore a repeat of this study using a similar
technique to Harrison et al. (2004) which utilised 30 second kick samples on specific habitat
areas and their location in relation to the introduced structures would be preferable.
The Identification of invertebrates could be completed to species level by preserving samples
and taking them to be identified in a laboratory. The identification to species level would
allow an accurate assessment of the diversity of invertebrates, with a Shannon Wiener index
which would provide a greater understanding of any affects of habitat enhancement
implementation (Spellerberg and Fedor, 2003). Analysing samples in laboratory conditions
would also allow more accurate counts of species, and total counts for abundance analysis
24
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rather than the estimated counts the author used when analysing samples in the field (Baker
and Huggins, 2005).
The study should be replicated on the Bourne rivulet and other chalk stream rivers with a
variety of structures, including woody debris, upstream groynes, boulders and faggoting
should being utilised. Increasing the number of structures, and the rivers the studies are
conducted on, will provide larger data set, and through data analysis would help to gain a
greater understanding of the effects on invertebrate abundance of river restoration and
habitat enhancement methods. Future studies should include fish population surveys, to
access the potential success of habitat enhancement for brown trout.
The removal of a number of trees around the study site to allow more light penetration is
recommended as future habitat works on the study site to improve fish habitat (Wood,
2012). The removal of trees will decrease the level of riparian shading and help resolve
absence of Ranunculus on the study area (Taniguchi et al., 2003; Wood, 2012). Studies have
shown Ranunculus coverage in chalk streams help improve habitat for brown trout and
invertebrate species by increasing the physical complexity and providing a variety of flow
dynamics (Taniguchi et al., 2003; McCormick and Harrison, 2011).
Conclusion
In conclusion the results of this study show that the implementation of habitat enhancement
structures for brown trout have a short term localised effect on invertebrate abundance. The
rapid recovery of invertebrates due to a high resilience to disturbance means that there was
no observed long term effect to invertebrate abundance. The drop in abundance observed
across all sites during the study can be attributed to seasonality, the invertebrate life cycle
and invertebrate drift caused by responses to changes in flow and habitat suitability. The
Baetidae species followed the same trend as the total counts whilst Trichoptera species
showing less effects in response to changes in flow and habitat availability. The level of
invertebrate drift that occurred may be affected by the lack of macrophyte coverage on the
study sites especially Ranunculus.
The results suggest that the implementation of habitat enhancement structures have no
effect on the number of species by common name and BMWP score for the sites. The
absence of a significant difference between the dates for the number of species by common
name and BMWP score suggest that any changes to abundance caused by seasonality affect
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the number of individuals rather than then species diversity, and that any changes to habitat
are in reduction rather than removal.
The water quality results for the study are as expected, due to the similarity with those
found in existing literature. Whilst changes in flow and morphology were observed after the
habitat enhancement implementation, the results of the study suggest the structures had no
effect on water quality. The significant differences observed between water quality factors
and the dates can be attributed to the weather conditions as temperature is the driving
factor behind water quality changes.
The results of this study suggest the null hypothesis should be rejected with the alternate
hypothesis being accepted due the short term effect on invertebrate abundance caused by
the implementation of habitat enhancement structures for brown trout.
Null hypothesis: Rejected.
The implementation of habitat enhancement structures for brown trout on the Bourne
Rivulet has no affect on invertebrate abundance.
Alternative hypothesis: Accepted for short term effects.
The implementation of habitat enhancement structures for brown trout on the Bourne
Rivulet causes short or long term effects to invertebrate abundance.
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Appendix 1 Raw Data
Sample dates and times
Water Quality
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Invertebrate Data
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Flow
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Widths & Depths
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Appendix 2 Statistical Tests Minitab Output
General Linear Model: pH versus Date, Site
Factor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, UpstreamAnalysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.188094 0.037619 13.27 0.000 Site 2 0.000844 0.000422 0.15 0.864Error 10 0.028356 0.002836Total 17 0.217294Model Summary S R-sq R-sq(adj) R-sq(pred)0.0532499 86.95% 77.82% 57.72%
Coefficients
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Term Coef SE Coef T-Value P-Value VIFConstant 7.4694 0.0126 595.12 0.000Date 03/06/2014 -0.1228 0.0281 -4.37 0.001 1.67 17/06/2014 0.1806 0.0281 6.43 0.000 1.67 24/06/2014 -0.0894 0.0281 -3.19 0.010 1.67 08/07/2014 0.0772 0.0281 2.75 0.020 1.67 22/07/2014 -0.0194 0.0281 -0.69 0.504 1.67Site Downstream 0.0089 0.0177 0.50 0.627 1.33 Middle -0.0011 0.0177 -0.06 0.951 1.33Regression EquationpH = 7.4694 - 0.1228 Date_03/06/2014 + 0.1806 Date_17/06/2014 - 0.0894 Date_24/06/2014 + 0.0772 Date_08/07/2014 - 0.0194 Date_22/07/2014 - 0.0261 Date_05/08/2014 + 0.0089 Site_Downstream - 0.0011 Site_Middle - 0.0078 Site_UpstreamFits and Diagnostics for Unusual Observations StdObs pH Fit Resid Resid 1 7.4600 7.3556 0.1044 2.63 RR Large residual
General Linear Model: Total Inverts versus Date, Site
Factor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, UpstreamAnalysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 487066 97413 22.26 0.000 Site 2 37719 18860 4.31 0.045Error 10 43768 4377Total 17 568553Model Summary S R-sq R-sq(adj) R-sq(pred)66.1571 92.30% 86.91% 75.06%CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 420.9 15.6 27.00 0.000Date 03/06/2014 88.4 34.9 2.53 0.030 1.67 17/06/2014 293.1 34.9 8.40 0.000 1.67 24/06/2014 42.7 34.9 1.23 0.249 1.67 08/07/2014 -75.6 34.9 -2.17 0.055 1.67 22/07/2014 -187.9 34.9 -5.39 0.000 1.67Site Downstream 26.9 22.1 1.22 0.251 1.33 Middle -64.4 22.1 -2.92 0.015 1.33Regression EquationTotal Inverts = 420.9 + 88.4 Date_03/06/2014 + 293.1 Date_17/06/2014 + 42.7 Date_24/06/2014 - 75.6 Date_08/07/2014 - 187.9 Date_22/07/2014 - 160.6 Date_05/08/2014 + 26.9 Site_Downstream - 64.4 Site_Middle + 37.6 Site_UpstreamFits and Diagnostics for Unusual Observations TotalObs Inverts Fit Resid Std Resid 9 293.0 399.2 -106.2 -2.15 RR Large residual
Tukey Pairwise Comparisons: Response = Total Inverts, Term = Site Grouping Information Using the Tukey Method and 95% ConfidenceSite N Mean GroupingUpstream 6 458.500 ADownstream 6 447.833 AMiddle 6 356.500 AMeans that do not share a letter are significantly differentGeneral Linear Model: Baetidae Count versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 166680 33336 12.90 0.000 Site 2 19877 9938 3.85 0.058Error 10 25837 2584Total 17 212394Model Summary S R-sq R-sq(adj) R-sq(pred)50.8303 87.84% 79.32% 60.59%
CoefficientsTerm Coef SE Coef T-Value P-Value VIF
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Constant 202.3 12.0 16.88 0.000Date 03/06/2014 11.7 26.8 0.44 0.671 1.67 17/06/2014 178.4 26.8 6.66 0.000 1.67 24/06/2014 29.4 26.8 1.10 0.298 1.67 08/07/2014 -6.9 26.8 -0.26 0.801 1.67 22/07/2014 -113.3 26.8 -4.23 0.002 1.67Site Downstream 30.2 16.9 1.78 0.105 1.33 Middle -46.3 16.9 -2.73 0.021 1.33Regression EquationBaetidae Count = 202.3 + 11.7 Date_03/06/2014 + 178.4 Date_17/06/2014 + 29.4 Date_24/06/2014 - 6.9 Date_08/07/2014 - 113.3 Date_22/07/2014 - 99.3 Date_05/08/2014 + 30.2 Site_Downstream - 46.3 Site_Middle + 16.1 Site_UpstreamFits and Diagnostics for Unusual Observations Baetidae StdObs Count Fit Resid Resid 1 327.0 244.2 82.8 2.18 RR Large residual
General Linear Model: DO % Saturation versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 4.1778 0.8356 2.15 0.142 Site 2 0.7811 0.3906 1.01 0.400Error 10 3.8856 0.3886Total 17 8.8444Model Summary S R-sq R-sq(adj) R-sq(pred)0.623342 56.07% 25.32% 0.00%
CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 101.056 0.147 687.81 0.000Date 03/06/2014 0.511 0.329 1.56 0.151 1.67 17/06/2014 0.811 0.329 2.47 0.033 1.67 24/06/2014 -0.456 0.329 -1.39 0.196 1.67 08/07/2014 -0.389 0.329 -1.18 0.264 1.67 22/07/2014 -0.222 0.329 -0.68 0.514 1.67Site Downstream 0.194 0.208 0.94 0.371 1.33 Middle 0.094 0.208 0.45 0.659 1.33Regression EquationDO % Saturation = 101.056 + 0.511 Date_03/06/2014 + 0.811 Date_17/06/2014 - 0.456 Date_24/06/2014 - 0.389 Date_08/07/2014 - 0.222 Date_22/07/2014 - 0.256 Date_05/08/2014 + 0.194 Site_Downstream + 0.094 Site_Middle - 0.289 Site_Upstream
General Linear Model: Temp (°C) versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 4.94444 0.988889 523.53 0.000 Site 2 0.00111 0.000556 0.29 0.751Error 10 0.01889 0.001889Total 17 4.96444Model Summary S R-sq R-sq(adj) R-sq(pred)0.0434613 99.62% 99.35% 98.77%
CoefficientsTerm Coef SE Coef T-Value P-Value VIF
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Constant 12.8444 0.0102 1253.86 0.000Date 03/06/2014 -0.7778 0.0229 -33.95 0.000 1.67 17/06/2014 -0.5111 0.0229 -22.31 0.000 1.67 24/06/2014 0.6222 0.0229 27.16 0.000 1.67 08/07/2014 0.2556 0.0229 11.16 0.000 1.67 22/07/2014 0.5556 0.0229 24.25 0.000 1.67Site Downstream -0.0111 0.0145 -0.77 0.461 1.33 Middle 0.0056 0.0145 0.38 0.709 1.33Regression EquationTemp (°C) = 12.8444 - 0.7778 Date_03/06/2014 - 0.5111 Date_17/06/2014 + 0.6222 Date_24/06/2014 + 0.2556 Date_08/07/2014 + 0.5556 Date_22/07/2014 - 0.1444 Date_05/08/2014 - 0.0111 Site_Downstream + 0.0056 Site_Middle + 0.0056 Site_UpstreamFits and Diagnostics for Unusual Observations StdObs Temp (°C) Fit Resid Resid 2 12.4000 12.3222 0.0778 2.40 R
R Large residual
General Linear Model: SS (mg/500ml) versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 16.764 3.353 0.46 0.795 Site 2 4.281 2.141 0.30 0.750Error 10 72.272 7.227Total 17 93.318Model Summary S R-sq R-sq(adj) R-sq(pred)2.68835 22.55% 0.00% 0.00%
CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 7.111 0.634 11.22 0.000Date 03/06/2014 -0.34 1.42 -0.24 0.813 1.67 17/06/2014 -0.74 1.42 -0.53 0.611 1.67 24/06/2014 -0.78 1.42 -0.55 0.595 1.67 08/07/2014 1.16 1.42 0.82 0.434 1.67 22/07/2014 -0.81 1.42 -0.57 0.580 1.67Site Downstream 0.639 0.896 0.71 0.492 1.33 Middle -0.094 0.896 -0.11 0.918 1.33Regression EquationSS (mg/500ml) = 7.111 - 0.34 Date_03/06/2014 - 0.74 Date_17/06/2014 - 0.78 Date_24/06/2014 + 1.16 Date_08/07/2014 - 0.81 Date_22/07/2014 + 1.52 Date_05/08/2014 + 0.639 Site_Downstream - 0.094 Site_Middle - 0.544 Site_Upstream
Fits and Diagnostics for Unusual Observations SS StdObs (mg/500ml) Fit Resid Resid 4 13.60 8.91 4.69 2.34 RR Large residual
General Linear Model: Ammonia (ppm) versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.043117 0.008623 7.05 0.005 Site 2 0.000900 0.000450 0.37 0.701Error 10 0.012233 0.001223Total 17 0.056250Model Summary S R-sq R-sq(adj) R-sq(pred)0.0349762 78.25% 63.03% 29.54%
CoefficientsTerm Coef SE Coef T-Value P-Value VIF
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Constant 0.06167 0.00824 7.48 0.000Date 03/06/2014 0.0617 0.0184 3.35 0.007 1.67 17/06/2014 0.0583 0.0184 3.16 0.010 1.67 24/06/2014 -0.0217 0.0184 -1.18 0.267 1.67 08/07/2014 -0.0750 0.0184 -4.07 0.002 1.67 22/07/2014 0.0083 0.0184 0.45 0.661 1.67Site Downstream 0.0050 0.0117 0.43 0.677 1.33 Middle 0.0050 0.0117 0.43 0.677 1.33Regression EquationAmmonia (ppm) = 0.06167 + 0.0617 Date_03/06/2014 + 0.0583 Date_17/06/2014 - 0.0217 Date_24/06/2014 - 0.0750 Date_08/07/2014 + 0.0083 Date_22/07/2014 - 0.0317 Date_05/08/2014 + 0.0050 Site_Downstream + 0.0050 Site_Middle - 0.0100 Site_UpstreamFits and Diagnostics for Unusual Observations Ammonia StdObs (ppm) Fit Resid Resid 5 0.1300 0.0750 0.0550 2.11 RR Large residual
General Linear Model: Phosphorus (ppm) versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.012228 0.002446 8.47 0.002 Site 2 0.000578 0.000289 1.00 0.402Error 10 0.002889 0.000289Total 17 0.015694Model Summary S R-sq R-sq(adj) R-sq(pred)0.0169967 81.59% 68.71% 40.36%
CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant -0.00056 0.00401 -0.14 0.892Date 03/06/2014 0.02389 0.00896 2.67 0.024 1.67 17/06/2014 0.04389 0.00896 4.90 0.001 1.67 24/06/2014 -0.03278 0.00896 -3.66 0.004 1.67 08/07/2014 -0.01944 0.00896 -2.17 0.055 1.67 22/07/2014 -0.00944 0.00896 -1.05 0.317 1.67Site Downstream -0.00778 0.00567 -1.37 0.200 1.33 Middle 0.00222 0.00567 0.39 0.703 1.33Regression EquationPhosphorus (ppm) = -0.00056 + 0.02389 Date_03/06/2014 + 0.04389 Date_17/06/2014 - 0.03278 Date_24/06/2014 - 0.01944 Date_08/07/2014 - 0.00944 Date_22/07/2014 - 0.00611 Date_05/08/2014 - 0.00778 Site_Downstream + 0.00222 Site_Middle + 0.00556 Site_UpstreamFits and Diagnostics for Unusual Observations Phosphorus StdObs (ppm) Fit Resid Resid 13 0.0600 0.0289 0.0311 2.46 RR Large residual
General Linear Model: Discharge (m³/sec) versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.8478 0.16956 14.38 0.000 Site 2 0.9802 0.49008 41.57 0.000Error 10 0.1179 0.01179Total 17 1.9459Model Summary S R-sq R-sq(adj) R-sq(pred)0.108578 93.94% 89.70% 80.37%
Coefficients
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Term Coef SE Coef T-Value P-Value VIFConstant 1.3399 0.0256 52.36 0.000Date 03/06/2014 0.2297 0.0572 4.01 0.002 1.67 17/06/2014 0.2814 0.0572 4.92 0.001 1.67 24/06/2014 -0.0199 0.0572 -0.35 0.735 1.67 08/07/2014 0.0211 0.0572 0.37 0.721 1.67 22/07/2014 -0.1596 0.0572 -2.79 0.019 1.67Site Downstream -0.2954 0.0362 -8.16 0.000 1.33 Middle 0.2751 0.0362 7.60 0.000 1.33Regression EquationDischarge (m³/sec) = 1.3399 + 0.2297 Date_03/06/2014 + 0.2814 Date_17/06/2014 - 0.0199 Date_24/06/2014 + 0.0211 Date_08/07/2014 - 0.1596 Date_22/07/2014 - 0.3526 Date_05/08/2014 - 0.2954 Site_Downstream + 0.2751 Site_Middle + 0.0204 Site_Upstream
Tukey Pairwise Comparisons: Response = Discharge (m³/sec), Term = Site
Grouping Information Using the Tukey Method and 95% ConfidenceSite N Mean GroupingMiddle 6 1.61500 AUpstream 6 1.36033 BDownstream 6 1.04450 CMeans that do not share a letter are significantly different.Tukey Simultaneous 95% CIs General Linear Model: Mean Velocity (m/sec) versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.019294 0.003859 6.24 0.007 Site 2 0.001211 0.000606 0.98 0.409Error 10 0.006189 0.000619Total 17 0.026694Model Summary S R-sq R-sq(adj) R-sq(pred)0.0248775 76.82% 60.59% 24.88%
CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 0.33056 0.00586 56.37 0.000Date 03/06/2014 0.0261 0.0131 1.99 0.074 1.67 17/06/2014 0.0461 0.0131 3.52 0.006 1.67 24/06/2014 -0.0039 0.0131 -0.30 0.773 1.67 08/07/2014 0.0061 0.0131 0.47 0.651 1.67 22/07/2014 -0.0172 0.0131 -1.31 0.218 1.67Site Downstream 0.00111 0.00829 0.13 0.896 1.33 Middle -0.01056 0.00829 -1.27 0.232 1.33Regression EquationMean Velocity (m/sec) = 0.33056 + 0.0261 Date_03/06/2014 + 0.0461 Date_17/06/2014 - 0.0039 Date_24/06/2014 + 0.0061 Date_08/07/2014 - 0.0172 Date_22/07/2014 - 0.0572 Date_05/08/2014 + 0.00111 Site_Downstream - 0.01056 Site_Middle + 0.00944 Site_Upstream
General Linear Model: Number species common name versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 1.833 0.3667 0.23 0.939 Site 2 3.000 1.5000 0.96 0.416Error 10 15.667 1.5667Total 17 20.500Model Summary S R-sq R-sq(adj) R-sq(pred)1.25167 23.58% 0.00% 0.00%
CoefficientsTerm Coef SE Coef T-Value P-Value VIF
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Constant 9.500 0.295 32.20 0.000Date 03/06/2014 -0.167 0.660 -0.25 0.806 1.67 17/06/2014 0.500 0.660 0.76 0.466 1.67 24/06/2014 -0.167 0.660 -0.25 0.806 1.67 08/07/2014 -0.500 0.660 -0.76 0.466 1.67 22/07/2014 0.167 0.660 0.25 0.806 1.67Site Downstream -0.500 0.417 -1.20 0.258 1.33 Middle -0.000 0.417 -0.00 1.000 1.33Regression EquationNumber species common name = 9.500 - 0.167 Date_03/06/2014 + 0.500 Date_17/06/2014 - 0.167 Date_24/06/2014 - 0.500 Date_08/07/2014 + 0.167 Date_22/07/2014 + 0.167 Date_05/08/2014 - 0.500 Site_Downstream - 0.000 Site_Middle + 0.500 Site_UpstreamFits and Diagnostics for Unusual Observations Number species commonObs name Fit Resid Std Resid 3 11.000 8.833 2.167 2.32 R 9 7.000 9.333 -2.333 -2.50 RR Large residual
General Linear Model: BMWP score versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 46.28 9.256 0.10 0.989 Site 2 152.44 76.222 0.86 0.453Error 10 887.56 88.756Total 17 1086.28Model Summary S R-sq R-sq(adj) R-sq(pred)9.42102 18.29% 0.00% 0.00%
CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 59.39 2.22 26.75 0.000Date 03/06/2014 -2.06 4.97 -0.41 0.688 1.67 17/06/2014 2.94 4.97 0.59 0.566 1.67 24/06/2014 -0.72 4.97 -0.15 0.887 1.67 08/07/2014 -0.06 4.97 -0.01 0.991 1.67 22/07/2014 0.94 4.97 0.19 0.853 1.67Site Downstream -2.22 3.14 -0.71 0.495 1.33 Middle -1.89 3.14 -0.60 0.561 1.33Regression EquationBMWP score = 59.39 - 2.06 Date_03/06/2014 + 2.94 Date_17/06/2014 - 0.72 Date_24/06/2014 - 0.06 Date_08/07/2014 + 0.94 Date_22/07/2014 - 1.06 Date_05/08/2014 - 2.22 Site_Downstream - 1.89 Site_Middle + 4.11 Site_UpstreamFits and Diagnostics for Unusual Observations BMWPObs score Fit Resid Std Resid 3 74.00 56.44 17.56 2.50 R 9 39.00 56.78 -17.78 -2.53 RR Large residualGeneral Linear Model: trichoptera number versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 484.3 96.86 1.77 0.208 Site 2 228.1 114.06 2.08 0.176Error 10 548.6 54.86Total 17 1260.9Model Summary S R-sq R-sq(adj) R-sq(pred)7.40645 56.50% 26.04% 0.00%
CoefficientsTerm Coef SE Coef T-Value P-Value VIF
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Constant 18.06 1.75 10.34 0.000Date 03/06/2014 -1.39 3.90 -0.36 0.729 1.67 17/06/2014 11.28 3.90 2.89 0.016 1.67 24/06/2014 -3.06 3.90 -0.78 0.452 1.67 08/07/2014 -3.39 3.90 -0.87 0.406 1.67 22/07/2014 -0.06 3.90 -0.01 0.989 1.67Site Downstream -0.56 2.47 -0.23 0.826 1.33 Middle -4.06 2.47 -1.64 0.131 1.33Regression Equationtrichoptera number = 18.06 - 1.39 Date_03/06/2014 + 11.28 Date_17/06/2014 - 3.06 Date_24/06/2014 - 3.39 Date_08/07/2014 - 0.06 Date_22/07/2014 - 3.39 Date_05/08/2014 - 0.56 Site_Downstream - 4.06 Site_Middle + 4.61 Site_UpstreamFits and Diagnostics for Unusual Observations trichopteraObs number Fit Resid Std Resid 1 28.00 16.11 11.89 2.15 R 13 10.00 21.28 -11.28 -2.04 RR Large residual
General Linear Model: NO2 skalar versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.000494 0.000099 17.80 0.000 Site 2 0.000011 0.000006 1.00 0.402Error 10 0.000056 0.000006Total 17 0.000561Model Summary S R-sq R-sq(adj) R-sq(pred)0.0023570 90.10% 83.17% 67.92%
CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 0.012778 0.000556 23.00 0.000Date 03/06/2014 -0.00278 0.00124 -2.24 0.049 1.67 17/06/2014 -0.00278 0.00124 -2.24 0.049 1.67 24/06/2014 -0.00278 0.00124 -2.24 0.049 1.67 08/07/2014 -0.00611 0.00124 -4.92 0.001 1.67 22/07/2014 0.00722 0.00124 5.81 0.000 1.67Site Downstream 0.000556 0.000786 0.71 0.496 1.33 Middle 0.000556 0.000786 0.71 0.496 1.33Regression EquationNO2 skalar = 0.012778 - 0.00278 Date_03/06/2014 - 0.00278 Date_17/06/2014 - 0.00278 Date_24/06/2014 - 0.00611 Date_08/07/2014 + 0.00722 Date_22/07/2014 + 0.00722 Date_05/08/2014 + 0.000556 Site_Downstream + 0.000556 Site_Middle - 0.001111 Site_UpstreamFits and Diagnostics for Unusual ObservationsObs NO2 skalar Fit Resid Std Resid 16 0.00000 0.00556 -0.00556 -3.16 RR Large residual
General Linear Model: NO2 skalar versus Date, Site
MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, UpstreamAnalysis of VarianceSource DF Adj SS Adj MS F-Value P-Value Date 5 0.000494 0.000099 17.80 0.000 Site 2 0.000011 0.000006 1.00 0.402Error 10 0.000056 0.000006Total 17 0.000561Model Summary S R-sq R-sq(adj) R-sq(pred)0.0023570 90.10% 83.17% 67.92%CoefficientsTerm Coef SE Coef T-Value P-Value VIFConstant 0.012778 0.000556 23.00 0.000Date
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03/06/2014 -0.00278 0.00124 -2.24 0.049 1.67 17/06/2014 -0.00278 0.00124 -2.24 0.049 1.67 24/06/2014 -0.00278 0.00124 -2.24 0.049 1.67 08/07/2014 -0.00611 0.00124 -4.92 0.001 1.67 22/07/2014 0.00722 0.00124 5.81 0.000 1.67Site Downstream 0.000556 0.000786 0.71 0.496 1.33 Middle 0.000556 0.000786 0.71 0.496 1.33Regression EquationNO2 skalar = 0.012778 - 0.00278 Date_03/06/2014 - 0.00278 Date_17/06/2014 - 0.00278 Date_24/06/2014 - 0.00611 Date_08/07/2014 + 0.00722 Date_22/07/2014 + 0.00722 Date_05/08/2014 + 0.000556 Site_Downstream + 0.000556 Site_Middle - 0.001111 Site_UpstreamFits and Diagnostics for Unusual ObservationsObs NO2 skalar Fit Resid Std Resid 16 0.00000 0.00556 -0.00556 -3.16 RR Large residual
General Linear Model: Cross section voloume versus Date, Site MethodFactor coding (-1, 0, +1)Factor InformationFactor Type Levels ValuesDate Fixed 6 03/06/2014, 17/06/2014, 24/06/2014, 08/07/2014, 22/07/2014, 05/08/2014Site Fixed 3 Downstream, Middle, Upstream
Analysis of Variance
Source DF Adj SS Adj MS F-Value P-Value Date 5 2.8443 0.5689 5.98 0.008 Site 2 90.6899 45.3449 476.65 0.000Error 10 0.9513 0.0951Total 17 94.4855
Model Summary S R-sq R-sq(adj) R-sq(pred)0.308436 98.99% 98.29% 96.74%
Coefficients
Term Coef SE Coef T-Value P-Value VIFConstant 5.1333 0.0727 70.61 0.000Date 03/06/2014 0.578 0.163 3.56 0.005 1.67 17/06/2014 0.358 0.163 2.20 0.052 1.67 24/06/2014 0.085 0.163 0.52 0.612 1.67 08/07/2014 -0.087 0.163 -0.53 0.606 1.67 22/07/2014 -0.338 0.163 -2.08 0.064 1.67Site Downstream -1.995 0.103 -19.40 0.000 1.33 Middle 3.136 0.103 30.50 0.000 1.33
Regression Equation
Cross section voloume = 5.1333 + 0.578 Date_03/06/2014 + 0.358 Date_17/06/2014 + 0.085 Date_24/06/2014 - 0.087 Date_08/07/2014 - 0.338 Date_22/07/2014 - 0.597 Date_05/08/2014 - 1.995 Site_Downstream + 3.136 Site_Middle - 1.141 Site_Upstream
Test without middle site data for 24/6/14General Linear Model: Total Inverts_1 versus Date_1, Site_1
Analysis of Variance
Source DF Adj SS Adj MS F-Value P-Value Date_1 5 502537 100507 38.56 0.000 Site_1 2 14338 7169 2.75 0.117Error 9 23458 2606Total 16 551220
Model Summary
S R-sq R-sq(adj) R-sq(pred)51.0532 95.74% 92.43% 85.41%
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Test without all site data for 24/6/14General Linear Model: Total Inverts_1_1 versus Date_1_1, Site_1_1
Analysis of Variance
Source DF Adj SS Adj MS F-Value P-Value Date_1_1 4 480496 120124 43.03 0.000 Site_1_1 2 14007 7003 2.51 0.143Error 8 22331 2791Total 14 516834
Model Summary
S R-sq R-sq(adj) R-sq(pred)52.8337 95.68% 92.44% 84.81%
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Appendix 3 Standard Laboratory Procedures
Suspended Solids
The samples were filtered to test for suspended solids and for preparation for the skalar
machine analysis (San ++ system continuous flow analyser). Glass microfiber filters (110mm)
were numbered (for identifying purposes), prewashed in distilled water and dried in an oven
at 105°C (between two sheets of A4 paper). The filter papers were handled delicately at the
edge with tweezers at all times to ensure no contamination occurred. Once dried the filter
papers were weighed and the weights recorded.
A clean measuring cylinder was washed with 100ml of sample water to ensure no
contamination took place. The filter was placed in a Buckner flask with vacuum filtration. The
sample water was discarded and 500ml of sample water measured.
200ml of sample water was put through the filter and used to wash the Buckner flask to
ensure no contamination took place. The sample water was discarded and the remaining
300ml of sample water put through the filter system.
The filter papers were placed between two sheets of A4 paper and returned to the oven for
two hours to dry at 105°C. Once completely dry the filter papers were reweighed and the
weights recorded. The first weight was subtracted from the second weight giving a result for
suspended solids of g/500ml.
Approximately 100ml of filtered sample water was used to wash corresponding labelled
conical flasks and discarded. The remaining 200ml of filtered sample water was retained in
the conical flasks to be used for skalar analysis.
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Appendix 4 Cross Sections
Downstream site (descending in date order)
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Middle site (descending in date order)
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Upstream site (descending in date order)
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Middle site slack area (descending in date order)
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