Ecological Effects of Serial Impoundment on the Cotter River, Australia
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Transcript of Ecological Effects of Serial Impoundment on the Cotter River, Australia
Ecological effects of serial impoundment on the Cotter River, Australia
Susan Nichols*, Richard Norris, William Maher & Martin ThomseWater Cooperative Research Centre and the Institute for Applied Ecology, University of Canberra, ACT 2601, Australia(*Author for correspondence: Tel.: +61-2-62015408; Fax: +61-2-62015038; E-mail: [email protected])
Received 22 September 2004; in revised form 15 November 2005; accepted 23 November 2005; published online 31 March 2006
Key words: serial impoundment, regulated river, biological assessment, macroinvertebrates, water quality,
AUSRIVAS, predictive model
Abstract
This study examines the ecological effects of serial impoundments (three dams) on a rocky upland stream insoutheastern Australia. Physical, chemical and biological changes were quantified and interpreted within athree-level hierarchy of effects model developed previously by Petts [1984, Impounded Rivers. John Wileyand Sons, New York] and the Australian Rivers Assessment System (AUSRIVAS) to predict pre-dam biota.First-order effects were decreased median monthly discharges and floods of lesser magnitude followingconstruction of the dams. No effect on water characteristics (pH, electrical conductivity and major ions) wasevident. The second-order effect on channel morphology was a decrease in bank-full cross-sectional area byup to 75% because of reduced flows. At all sites, the predominantly cobble streambed was armoured andgenerally highly stable. The discharge required to initiate movement of the streambed surface sediments(38.9 m3 s)1) was 40% less frequent since construction of the dams, implying alteration to the naturaldisturbance regime for benthic biota. Benthic algal growth appeared more prolific at sites directly belowdams. Fewer macroinvertebrate taxa than expected and modified assemblages within 1 km of all three damswere third-order effects. Compared to reference conditions, macroinvertebrate samples from the sitesdirectly below the dams had relatively more Chironomidae larvae, Oligochaeta and Acarina, and fewer ofthe more sensitive taxa, Plecoptera, Ephemeroptera, Trichoptera and Coleoptera. Biological recovery to themacroinvertebrate assemblage was evident within 4 km downstream of the second dam.
Introduction
Rivers are dammed and regulated for many rea-sons including water supply, irrigation and powergeneration. The purpose of the dam and the modeof reservoir operation (e.g., amount and timing ofreleases, off-take level) will influence the nature ofthe alteration to the natural river hydrograph andcharacteristics of the water downstream of theimpoundment. A regulated-river hydrograph mayshow a decrease in the median annual flow orchanges to the timing and magnitude of high andlow flows (King et al., 2003). Flow and waterquality changes have the potential for detrimentaleffects on river ecosystems (Poff et al., 1997;
Richter et al., 2003). A common concept is thatdownstream river ecosystems will recover from theeffects of regulation with increasing distancedownstream from the impoundment (Ward andStanford, 1983; Storey et al., 1991; Standford &Ward, 2001).
There is much literature on the effects of damsand other regulating structures but despite thisthere are few interdisciplinary studies on serialimpoundments (Ward & Stanford, 1979; Petts,1984; Walker, 1985; Growns & Growns, 2001; seereviews by Reid & Brooks, 2000, King et al., 2003and Lloyd et al., 2003). Further, most Australianstudies on the effects of river regulation have beenon lowland or sand-bed streams (Walker, 1979;
Hydrobiologia (2006) 572:255–273 � Springer 2006R.H. Norris, R. Marchant and A. Milligan (eds), Evaluation and Application of Methods for Biological Assessment of StreamsDOI 10.1007/s10750-005-0995-6
Thoms & Walker, 1992; Walker & Thoms, 1993).Kinetic energy and biotic features are known todiffer between these and higher energy, gravel-bedstreams. Consequently, a river’s response to regu-lation may also be expected to differ. In Australia,the high degree of flow regulation and recentgovernment reforms to address environmentalproblems (Cullen et al., 1996) provide the needand impetus for environmental water allocationsand the need to monitor and assess the ecologicaleffects.
A three-level hierarchy of effects from dams ispostulated by Petts (1984). First-order effectsoccur with dam closure and include changes towater quality, sediment load and flow regime.Second-order effects include changes to channelcross-section, bed-sediment movement and pri-mary production, as a consequence of first ordermodifications. Third-order effects, such as changesto macroinvertebrate communities and otherbiota, arise as a consequence of both first- andsecond-order effects. This ecosystem perspectivealso incorporates a temporal dimension because atime lag may exist between first- and third-ordereffects. Petts’ hierarchy provides a basis on whichto fashion a multidisciplinary study designed toevaluate the condition of impounded rivers with ahierarchy of cause and effect.
The physical, chemical and biological compo-nents of a river system interact with and areinfluenced by the catchment features to producethe first-, second- and third-order effects we ob-serve. There seems little sense in the investigationof single factors in isolation when all factors areoperating in conjunction (Petts, 1984). This paperaims to quantify the physical, chemical andbiological effects of a series of three dams on theCotter River, Australian Capital Territory.Therefore, we combine these single factors in ainterdisciplinary examination of effects of riverregulation within Petts’ hierarchical framework,which emphasizes the chemical, physical and bio-logical interactions involved.
Study area
The Cotter River has a catchment area of 482 km2
and is about 74 km long, flowing largely through asteep confined valley (Fig. 1). The Cotter River is
regulated by three dams; Corin, Bendora andCotter (Table 1). Granites are the dominant geol-ogy on the ridges of the catchment whereas Or-dovician sediments, mainly shales, sandstones andclays are present on the slopes (Owen & Wyborn,1979). This geological pattern is relatively uniformthroughout the catchment although minor volca-nic materials do occur in the river reach betweenBendora and Cotter reservoirs. The majority ofthe catchment (88%) lies within the NamadgiNational Park with land-use dominated by nativeforest although there is plantation forestry ofPinus radiata in the lower catchment. The climateis temperate, characterized by cold winters and hotsummers, with an average rainfall (1936–1993) of980 mm (Maddock et al., 2004). Maximummonthly rainfall occurs between August andOctober. There are significant water diversionsfrom the Cotter River, at Bendora Dam, for townwater supply and consequently the naturalhydrological regime has been altered. Meanannual flows have been reduced by over 30%below Cotter Dam and immediately downstreamof Bendora Dam median daily flows have beenreduced by 50–80% since the construction ofCorin and Bendora Dams in 1960s (Maddocket al., 2004).
The mode of operation differs for the threedams. Corin Dam (the upper dam) releases waterto the river channel to maintain water levels inBendora Reservoir. Thus, the river downstreammay have an altered flow regime but the annualvolume may change little. Water diverted fromBendora Dam (the middle dam) is supplied toCanberra via a gravity pipe and little water is re-leased to the river downstream. Cotter Dam (thelower dam) is essentially a large weir and there arefrequent unregulated flows, which overtops thespillway. Water is extracted from Cotter Damduring periods of high demand. Note that thisstudy was undertaken in 1997, and recently, envi-ronmental flows were introduced to the CotterRiver downstream of Bendora Dam (Maddocket al., 2004 and Chester & Norris this issue) butthis study uses data collected before their imple-mentation.
Given the mode of dam operation we mightexpect Corin Dam to have little effect downstreamunless the change of flow regime has had an effecton temperature regimes, nutrient concentrations
256
or timing of flows because the annual volume ofwater released to river channel should be similar tothe pre-regulation volume. Potentially, BendoraDam could have a significant effect because oflarge-scale water abstractions and the subsequentreductions in flows downstream. Corin and Ben-dora Dams both have multi-level off-takes but at
the time of this study may not have been managedto mitigate for cold-water pollution. Cotter Dam,essentially operated like a large weir, may beexpected to have had the least ecological effect butmight still display some detrimental effects result-ing from reduced flows caused by the operation ofBendora Dam and trapped sediment.
Figure 1. Location of test, reference and tributary sampling sites in relation to Cotter, Bendora and Corin Dams. The Cotter River
flows in a northerly direction.
257
Methods
Site selection and location
Our study was designed to provide a snapshot ofthe physical, chemical and biological condition ofthe Cotter River below each dam. Twenty-five siteswere selected to assess the effects of the threedams: Ten test sites along the length of CotterRiver, five reference sites in the surrounding re-gion, and ten tributary sites close to the CotterRiver (Fig. 1, Table 2). Limited access was possi-ble to the river between Corin and Bendora Dams,therefore, only two test sites within 1 km fromCorin Dam wall were sampled within that sectionof the Cotter River. Five test sites were selectedbetween Bendora and Cotter Dams to assess ef-fects and evaluate ecosystem recovery with dis-tance from the dam. One site was sampled withinthe short section (approx. 1 km) between CotterDam and the downstream junction of Paddy’sRiver, a major tributary and 2 sites sampled aboveand below Corin Reservoir (Fig. 1). Five referencesites with similar environmental features to thosein the Cotter River were selected for sampling.Environmental variables, used to match test siteswith reference sites by the AUSRIVAS predictivemodel (Coysh et al., 2000; Simpson & Norris,2000), were measured at each test site. The AUS-RIVAS model was then used to provide a list ofsites that could be expected to have similar faunato that of the test sites in the absence of possibleeffects of the dams. The reference sites were sam-pled in conjunction with the test sites to ensure
that the predictive model was actually detectingchanges in benthic macroinvertebrate communitiesassociated with the dams and not simply detectingenvironmental stress resulting from some regionalphenomenon.
Assessment of first-order effects
First-order effects influence the transfer of energyand material within the system (Petts, 1984).
HydrologyDischarge data for the Cotter River were notavailable before the construction of Cotter Dam,therefore, to determine the impact of flow regula-tion the discharge data for the period 1911–1960were compared to those between 1961 and 1996.The former is taken as the pre-regulation perioddespite the presence of Cotter Dam, which isessentially a large weir (Table 1) and as such willhave had minimal influence on the downstreamhydrology (Walker & Thoms, 1993). The latter isthe post-regulation period following the closure ofBendora Dam in 1961 and Corin Dam in 1969.Monthly hydrographs for the pre- and post-regu-lation periods were constructed to assess flowalteration downstream of Cotter Dam and inparticular to detect if flow regulation had influ-enced the seasonality of flows. Daily data werealso used to assess changes to the flow durationand frequency of floods in the pre- and post-reg-ulation periods.
Rainfall data (1938–1996) for four stationslocated throughout the catchment were analysed
Table 1. Characteristics of Cotter River reservoirs (Source: Fitzgerald, 1972)
Particulars Units Cotter Reservoir
1915–1950
Cotter Reservoir
after dam wall
made higher in 1951
Bendora
Reservoir
Corin
Reservoir
Year of completion 1915 1951 1961 1968
Spillway level Metres above sea level 494 501 779 956
Dam height Metres 14.9 22.2 42.7 70.7
Storage volume Gl 1.85 4.7 10.7 75.5
Surface area Hectares 28 51 75 298
Catchment area to upstream
dam or divide
Km2 192 93 197
Distance to upstream
dam or divide
Km 27 19 27
258
to assess for secular changes in annual rainfall andfor differences between the pre- and post-regula-tion period. Although annual rainfall is highlyvariable (CV’s 98.8–198.7% for the four stations)no secular patterns were ascertained. Indeed,average annual rainfall for the period 1961–1996(1023 ± SE 45 mm) was not significantly different(t = 1.3, d.f. = 50, p > 0.05) from that of 1938–1960 (932 ± SE 54 mm). Thus, given the minimalchanges in catchment land use, observed changesin the flow regime are assumed to result from thepresence of the dams and water extraction.
Water characteristicsSelected water characteristic variables were mea-sured from the riffle sections at each site and usedwith published data (Talsma & Hallam, 1982) toprovide an indication of whether impoundmentsinfluenced the nature of the water downstream.We acknowledge that cold or deep-water releasesmay potentially present problems below Corin andBendora Dams, this study was not designed toaddress this issue specifically by measuring watertemperature and dissolved oxygen (DO). Also,there is no published literature or previous data torefer to regarding the temperature or DO and levelof releases from Corin and Bendora Reservoirs(both of which have multi-level off-takes but at thetime of this study may not have been managed tomitigate for cold-water pollution). Thus, this studydoes not address the thermal pollution or DO as-pects of serial discontinuity but does investigatemacroinvertebrate assemblages that do integratevarious dam effects (including thermal effects andlow DO concentrations).
Electrical conductivity and pH were measuredonce when in the field at all sites using a HydrolabScout 2. A water sample was collected at each siteand kept on ice, until frozen for later microwavedigestion analysis for total nitrogen and totalphosphorus (Woo & Maher, 1995). Major cationswere determined by flame AAS (Varian-Tectron,1972) and sulphide and chloride by flow injectionanalysis with colorimetric detection procedures(Lachat, 1993a, b). Cation and anion values wereconverted to percentage milliequivalents andplotted (Piper, 1944) for comparative analysis.Conductivity and pH measurements were allo-cated to one of 4 site-groups, (1) sites within 1 kmbelow dams, (2) other Cotter River sites, (3)
reference sites (4) tributary sites and differencestested using analysis of variance and Tukey–Kramermultiple comparisons procedure which maintainedthe overall experiment-wise error rate at a = 0.05(SAS, 2003).
Assessment of second-order effects
Second-order effects relate to changes in channelstructure and primary production that result fromfirst-order modifications (Petts, 1984).
Cross-sectionsMonumented channel cross-sections below CotterDam, at Vanitys Crossing, and above Corin Res-ervoir at Gingera (Fig. 1) were resurveyed todetermine changes in river channel morphologysince 1954. Given the river channel is heavilyinfluenced by the presence of bedrock the presenceof flood debris, scour lines, changes in vegetationcomposition and differential lichen growth onrocks were all used to interpret post-regulationbankfull channel conditions.
SedimentsThree replicate bulk sediment samples were col-lected randomly from the riffle sections, at eachsite in the Cotter River, from within a 25 cmdiameter plastic-drum template. This was done toreduce the loss of fine sediment. Surface sedimentswere first removed, then the sub-surface sedimentwas collected to a depth of approximately 30 cmand the bulked replicate samples processed whilein the field. The surface and subsurface sedimentsamples were analysed separately and the textureof all samples were determined by passing themthrough a series of graded Wentworth sieves and aseries of standard sediment statistics calculated (cf.Briggs, 1977). In addition, the sediment-size datawere used to determine the armouring index, rel-ative bed stability and the initiation of motion ofsurface sediments (Gordon et al., 1992). Armour-ing refers to the coarse surface sediment layer thatoverlays the finer subsurface material and thearmouring index is merely the ratio of the mediangrain size of the surface sediment to the mediangrain size of the sub surface sediment. The relativebed stability (RBS) by comparison, refers to theability of the riverbed sediment to withstandmotion at a nominated discharge (Gordon et al.,
259
1992) whereas the initiation of motion is that dis-charge (m3 s)1) required to initiate movement ofthe riverbed sediment. For this study the sedimenttransport equation given by Bathurst et al. (1982)for coarse upland gravel-bed rivers was used.These data were combined with the discharge datafor the pre- and post-regulation periods to deter-mine the number of days there could have beenmovement or disturbance of the riverbed sedi-ments.
Periphyton and filamentous algaePercent cover of the substratum by periphyton andfilamentous algae was visually estimated at allCotter River and reference sites for both the rifflesampling site and the reach (i.e., 5 � the modebank-full width either side of the riffle samplingsite). Estimates were assigned to one of five fol-lowing categories, 1 = <10%, 2 = 10–35%,3 = 35–65%, 4 = 65–90% and 5 = >90%.
Assessment of third order effects
Third-order effects result from all first- and sec-ond-order modifications (Petts, 1984).
MacroinvertebratesMacroinvertebrates were sampled from riffle hab-itats at all Cotter River and reference sites andhabitat information collected using the standard-ized rapid biological assessment sampling tech-niques developed for the Australian NationalRiver Health Program (Davies, 1994; Parsons &Norris, 1996; Nichols et al., 2000; Simpson &Norris, 2000). Macroinvertebrates were sampledfrom a 10 m riffle transect, using a net with250 lm mesh and a base width of 350 mm inaccordance with these methods. Macroinverte-brates were preserved in the field using 10% for-malin, with Rose Bengal stain added to aidsorting. In the laboratory, preserved samples wererinsed placed in a sub-sampling box comprising100 cells (Marchant, 1989) and agitated untilevenly distributed. Contents of each cell were re-moved until approximately 200 animals from eachsample were identified (Parsons & Norris, 1996).Macroinvertebrates were identified to family tax-onomic level, except Chironomidae (to sub-fam-ily), Oligochaeta (class) and Acarina (to order),using keys listed by Hawking (1994).
To determine whether macroinvertebrateassemblages below dams had distinctly differenttaxonomic composition, compared to other CotterRiver and reference sites, we used a flexible clus-tering analysis (Beta = )0.1) and a Non-metricMultidimensional Scaling procedure (PC-ORD,McCune & Mefford, 1999) based on Bray-Cutisdissimilarities for presence/absence data at familytaxonomic-level. Three-dimensional ordinationsprovided a satisfactory summary of the data setsand Monte Carlo simulations (100 permutations)tested the significance of the stress level (p< 0.05).The taxa were then correlated with the ordinationaxis and taxa were considered important if theyhad significant Pearson correlations (p ‡ 0.05).
The biological health of Cotter River was as-sessed using the AUSRIVAS, A.C.T.-Autumn-Riffle, predictive model (Coysh et al., 2000;Simpson & Norris, 2000). The model, which isbased on the British RIVPACS models (Wrightet al., 1993; 1995), uses multivariate techniques tocompare test sites and groups of minimally im-paired reference sites. The model predicts themacroinvertebrate assemblages that are expectedto occur at sites in the absence of environmentalimpact (expected) and compares these with thosetaxa actually collected (observed). The predictivemodel allocates the observed over expected taxascores (O/E) to bands that provide an indication ofriver health. O/E values >1.12 are assigned toBand X (richer than reference), O/E values be-tween 0.88 and 1.12 are equivalent to referencecondition (Band A), values between 0.64 and 0.88are assigned to Band B (mildly impacted), O/Evalues 0.40–0.64 represent Band C (moderatelyimpacted) and Band D (severely impaired) are O/Evalues <0.40. For a detailed description of thepredictive model see Coysh et al. (2000) andSimpson & Norris (2000). Differences betweenO/E scores below dams (sites within 1 km fromdam wall) and other sites (Cotter River and Ref-erence) were tested for significance using singlefactor (3 levels) analysis of variance and Tukey–Kramer multiple comparisons procedure whichmaintained the overall experiment-wise error rateat a = 0.05 (SAS, 2003).
Macroinvertebrate relative abundance datawere also graphed to display assemblage struc-ture and macroinvertebrate sensitivity grades(SIGNAL, Chessman, 1995) were also used for
260
interpretation (10 = most sensitive to pollution,1 = most tolerant).
Results
First-order effects
HydrologyMedian monthly flows were markedly lower inthe post-regulation period compared to the pre-regulation period (Fig. 2). Since construction ofBendora and Corin Dams the mean daily averagedischarges immediately downstream were 1.43 and2.21 m3 s)1 respectively. On average median dailyflows in the post-regulation winter months (July–September) were 44.5% of those that occurred inthe pre-regulation period. Whereas median dailyflows in the post-regulation summer months(December–February) were 27.1% of those in thepre-regulation period. Overall there was a down-ward shift in the daily post-regulation flow dura-tion curve with flows that occur at least 90% oftime experiencing the greatest reduction (94.5%change). Less frequent flows also were markedlyreduced; for example those flows that occurred10% of the time were reduced by 32.8% in the postregulation. Indeed, the flood frequency analysis
revealed the magnitude of both smaller floodevents (i.e., those with an average recurrenceinterval of less than 2 years) to be reduced by 37%while larger magnitude flood events (those with arecurrence interval greater than 5 years) have alsobeen reduced in the post-impoundment period(Table 3).
Water characteristicsNo effects of the dams were evident from exami-nation of water quality variables investigated(Table 4, Fig. 3). The chemical composition of thetributaries and the Cotter River were similar, withno obvious changes in ionic composition at sitesbelow the three dams (Fig. 3). The order of dom-inance of major cations within the Cotter Riverand tributaries was Na+ > Mg2+ > Ca2+ >K+, except for Collins Creek (Na+ > Ca2+ >Mg2+ > K+). For anions the order of dominancewas mainly HCO3
) > SO42) > Cl), except Bimberi
Creek and Cribbs Creek where the order of aniondominance was SO4
2) > HCO3) > Cl).
Ionic balances indicated that major ions otherthan those considered were not present in appre-ciable quantities. No significant differences in pHvalues (Table 4) were detected among the site-type groups (F = 0.49; df = 3,21; p = > 0.05).Electrical conductivity values differed among site
0
1
2
3
4
5
6
7
8
Jan
Feb
Mar
ch
Apr
il
May
June
July
Aug
Sep
t
Oct
Nov
Dec
Month
Med
ian
disc
harg
e m
3 sec-1
Figure 2. Median monthly discharges recorded below Cotter Dam (Cotter Kiosk – Site 1) displaying reductions in monthly discharge
for periods 1911–1960 (Pre Bendora and Corin Dams) and 1969–1996 (Post Bendora and Corin Dams). h indicates Pre and n indicates
Post.
261
Table
2.Samplingsite
locationsanddescriptions,
Stream
order
(Strahler1952)derived
from
1:100000topographicalmap,DFS=
Distance
From
Source,
thepercent
CatchmentAreaRegulated(C
AR)represents
theproportionofasite’scatchmentareaim
pounded
(Petts,1980)e.g.,sitesdirectlybelow
damshaveaCAR
valueof100%
Locationcode
GRID
REF
Stream
order
Altitude(m
a.s.l.)
DFS(km)
Upstream
catchmentarea
(km
2)
Catchmentarea
regulated(%
)Map
H55
Reference
sites
PaddysR.(M
urraysCorner)
15
06
772
00
4550
36.0
231
0
60
844
00
CondorCK.(PadovansCrossing)
14
06
715
00
4600
13.0
43
0
60
887
00
CondorCK.(Brindabella
Rd)
13
06
694
00
4670
9.0
39
0
60
896
00
SawpitCK.(SmokersTrail)
12
06
720
47
2980
4.0
15
0
60
592
70
OrroralR.(O
rroralRd)
11
06
799
00
3880
16.0
87
0
60
515
00
Testsites
Cotter
R.(C
otter
Flats
aboveCorin
Dam)
10
06
654
96
41010
12.5
90
0
60
543
68
Cotter
R.(9
km
aboveCorinDam)
906
648
75
4980
19.5
125
0
60
574
57
Cotter
R.(500m
below
CorinDam)
806
664
00
4880
29.5
196
100
60
662
00
Cotter
R.(1
km
below
CorinDam)
706
664
00
4875
30.0
202
97
60
666
00
Cotter
R.(500m
below
Bendora
Dam)
606
660
08
4770
47.5
280
100
60
759
18
Cotter
R.(4
km
from
Bendora
Dam)
506
664
06
4700
53.5
330
85
60
791
08
Cotter
R.(onPipelineRoad)
406
692
63
4630
59.5
357
78
60
823
62
Cotter
R.(V
anity’sCrossing)
306
717
00
4580
66.0
363
77
60
867
00
Cotter
R.(Brack
sHole)
206
737
00
5530
71.0
472
59
60
891
00
Cotter
R.(700m
belowCotter
Dam)
106
764
00
5500
75.0
476
100
60
895
00
262
Tributary
sites
Pierces
CK.
T1
06
740
03
3590
11
0
60
876
62
LeesCK.
T2
06
698
26
3700
40
60
875
34
BushrangersCK.
T3
06
664
20
3690
50
60
793
53
CollinsCK.
T4
06
661
03
3720
50
60
775
82
CribbsCK.
T5
06
648
00
2990
40
60
583
41
MosquitoCK.
T6
06
623
02
21390
40
60
566
89
MckeahniesCK.
T7
06
624
01
21330
50
60
548
86
Littlebim
beriCK.
T8
06
660
92
21060
30
60
511
90
Bim
beriCK.
T9
06
656
39
21060
20
60
521
47
JacksCK.
T10
06
660
11
31070
60
60
499
76
263
groups (F = 05.76; df = 3, 21; p = < 0.05). TheTukey–Kramer procedure (a = 0.05) revealedsignificant differences between tributary sites andthe reference sites but no significant differencesbetween sites below dams, other sites in the CotterRiver and reference sites (Table 4). Nutrient con-centrations in the Cotter River and tributarieswere similar and low. At all sites in the CotterRiver total phosphorus (TP) was below methoddetection limits, <0.01 mg P l)1 and total nitrogen(TN) ranged between 0.04–0.16 mg l)1. Nutri-ent concentrations in the tributaries rangedbetween <0.01 mg l)1 and 0.03 mg l)1 for TP and0.01–0.25 mg l)1 for TN.
Second-order effects
Cross-sectionsComparisons of historical and contemporarychannel cross-section surveys suggested a reduc-tion in the bankfull cross-section area (Table 5).At Vanitys Crossing (Site 3) the bank-full cross-section area decreased by 75% (Fig. 4, Table 5).Field observations suggest this reduction inbankfull cross-section to be an accommodationadjustment – a contraction of the wetted channelrather than an active reduction in area through theaccumulation of sediment.
SedimentsRiverbed sediments in the Cotter River are char-acteristic of an upland boulder, cobble and gravel-bed river with a high degree of heterogeneity. Themedian grain size of the surface sediments rangedfrom )4.4 / to )6.2 / (/ is the Phi unit where/ = )log2 (mm)) and can be classified as either
coarse gravel or cobbles on the Wentworth scale.The riverbed sediments of the Cotter River alldisplayed armouring (Table 6) and as consequencehad relatively high bed stability indices, with theexception of Site 2, upstream of Cotter Reservoir(Table 6). Critical discharge required to initiatemotion at Site 1 (below Cotter Dam, Fig. 1) is38.9 m3 s)1 and flow records show the number ofdays per year that discharge exceeded this valuehave been reduced by about 40% since the con-struction of Bendora and Corin Dams (pre Ben-dora and Corin average = 3.5 d y )1,Post = 2 d y -1).
Periphyton and filamentous algaePeriphyton (10–35%) and filamentous algae (65–90%) covered most of the substratum at Site 6,below Bendora Dam. Below Cotter and CorinDams (Sites 1 and 7), between 35 and 65% ofsubstratum was covered by periphyton and <10%
Table 3. Cotter River flood frequency (pre and post regulation)
ARI Pre-regulation (1911–1960) Post-regulation (1961–1997) % change
1.05 10.45 2.92 72.05
1.11 13.62 6.12 55.06
1.25 19.40 13.54 30.20
2 42.60 26.75 37.20
5 116.35 109.28 6.07
10 191.15 167.30 12.47
20 314.56 214.37 31.85
Flows are instantaneous annual maxima (m3 s)1).ARI (average recurrence interval) as calculated via log Pearson probability distri-
bution.
Figure 3. Ionic composition of Cotter River and tributaries.
Coloured circles = Cotter River sites, open circles = Cotter
River tributary sites.
264
by filamentous algae. The only other Cotter Riversite to have algal growth similar to the sites belowdams was Site 3 (Vanity’s Crossing), whereperiphyton covered 35–65% filamentous algae10–35%. More algal growth was observed at thesesites compared to reference sites, which had0–10% of substratum covered by periphyton orfilamentous algae.
Third-order effects
MacroinvertebratesMacroinvertebrate assemblages below damsshowed a distinctive faunal composition comparedto other Cotter River sites and Reference sites(Figs. 5 and 6). The sites within 1 km of all 3 damsformed a distinct faunal group while other Cotter
River sites and Reference sites were similar to eachother (Fig. 5).
AUSRIVAS O/E scores indicated mild tomoderate impairment at sites directly below eachdam (Fig. 7). Between Bendora and Cotter Dams,where progressive downstream sampling was pos-sible, a recovery in biological condition (as indi-cated by the AUSRIVAS O/E score) was observedat Site 5, 4 km downstream of Bendora Dam(Fig. 5). Site 9 (above Corin Dam) and Site 11(located downstream of a picnic and recreationarea) appeared as mildly impaired. While thesesites had fewer than expected taxa, the presence ofmany sensitive taxa indicates good conditions(Fig. 8b). All other reference sites were equivalentto, or richer than, reference condition with regardto expected taxa (Fig. 7). Differences among site
Table 4. Conductivity and pH values (+SD) for Cotter River, Tributaries and Reference sites, sampled on June–July 1997
Site Electrical Conductivity lS cm)1 pH
Cotter River sites below dams 32.9 (12.8) 7.01 (0.12)
Cotter River sites (other) 36.8 (15.8) 7.05 (0.18)
Reference sites 60.4 (7.34) 6.85 (0.30)
Tributary sites 25.5 (18.7) 6.86 (0.50)
-1
0
1
2
3
4
5
6
0 3 5 9 10 11 14 16 18 20 22 25 29 32 37 42 46 49 55 56
Distance (m)
Met
ers
Present
Past
Past Bankfull
Present Bankfull
Figure 4. An example of reduction in bank-full cross-sectional area, Cotter River, Site 3 (Vanity’s Crossing).
265
groups in the O/E scores was significant (singlefactor ANOVA, F = 6.80; df = 2; 12;p = <0.05). The Tukey–Kramer procedure(a = 0.05) revealed that O/E scores were signifi-cantly lower at sites below dams but O/E values atreference sites and other Cotter River sites werenot significantly different from each other (Fig. 7).
All impaired sites below the dams were missingpredicted invertebrate families, Baetidae (may-flies), Leptophlebiidae (mayflies), Leptoceridae(caddisflies), and Psephenidae (beetle larvae), mostof which are assigned a high SIGNAL grade(Chessman, 1995) (Table 7). Additionally, the
more severely impaired sites below dams weremissing Simuliidae, Tipulidae (Diptera larvae),and Glossosomatidae (caddisflies). Note thatmany of these taxa are also listed as significantlycorrelated with the ordination axis (Table 8).Compared to reference conditions (at Sites 11, 12,13, 14 and 15) the invertebrate samples from theimpaired sites below the dams displayed relativelymore tolerant taxa, Chironomidae (midge) larvae,Oligochaeta (worms) and Acarina (water mites,Fig. 8a) and relatively fewer of the more sensitivetaxa (Plecoptera, Ephemeroptera, Trichoptera andColeoptera, Fig. 8b).
Distance (Objective Function)9.1E-03 1.7E-01 3.3E-01 4.9E-01 6.5E-01
Site001Site006Site008Site007Site002Site003Site014Site015Site004Site013Site005Site011Site009Site010Site012
Figure 5. Cluster analysis showing that sites below dams (Sites 1, 6, 7, 8) have a distinct faunal composition compared to other Cotter
River sites and the Reference sites (Sites 11, 12, 13 14, 15).
Table 5. Cross-sectional area, wetted perimeter and hydraulic radius at 3 sites on the Cotter River, ACT (cross-sections surveyed in
1954 and 1997)
Site Variable 1954 1997 % change
Below Bendora Dam (at Site 3)
Cross-sectional area (m2) 76.8 19.26 75 Reduction
Wetted perimeter (m) 67 20.5 69 Reduction
Hydraulic radius 1.15 0.94 18 Reduction
Below Cotter Dam (Site 1)
Cross-sectional area (m2) 37.6 11.5 69 Reduction
Wetted perimeter (m) 33.3 15.3 54 Reduction
Hydraulic radius 1.13 0.75 59 Reduction
Above Corin Dam (at Gingera)
Cross-sectional area (m2) 51 63.2 24 Increase
Wetted perimeter (m) 24.7 19.6 21 Reduction
Hydraulic radius 2.1 3.2 52 Increase
266
Discussion
Since the construction and operation of the CotterRiver dams median monthly flows have decreasedand the flow regime modified so that the smallerfloods are now suppressed, a first-order effect ofregulation (Fig. 2, Table 3). Low daily flows wereobserved belowBendoraDamandalso belowCorinDam where reservoir operation was expected tomaintain the annual discharge. First-order influ-ences of impoundments on water characteristicswere not observed for the major ion compositionand the other water variables measured. Thechemical composition of Cotter River samples wassimilar to the tributaries entering the Cotter River(Table 4, Fig 3). The order of dominance of majorions, ph, low conductivity and low nutrient con-centrations are consistent with the geology (gran-ites, Ordovician sediments), vegetation (forests) andland use activities of the catchment. Based on thestudy of Talsma & Hallam (1982), who measuredwater quality in the Cotter catchment weekly for5 years, our water quality data are representative ofwater quality throughout the year.
-1
0
1
-1
0
1
-1
0
1
Axis
3
Axis 1
Axis 2
Group 1 Below DamsGroup 2 Group 3
Figure 6. Macroinvertebate similarity of Cotter River and
References sites represented in a 3 dimensional solution by
Non-metric Multidimensional Scaling (stress = 0.0959). Sym-
bols represent the groups defined by cluster analysis (Fig. 5).
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
1.20
001 002 003 004 005 006 007 008 009 010 011 012 013 014 015
O/E
Rat
io Band B
Band D
Band C
Band A
Band X
Reference SitesCotter River Test SitesFigure 7. AUSRIVAS ACT–Autumn-Riffle predictive model observed to expected (O/E) taxa scores. Mean O/E scores below
dams = 0.68 (SD 0.10), at other Cotter River sites = 0.92 (SD 0.06) and Reference sites = 0.93 (SD 0.16). The bands represent
different levels of biological condition, Band X = richer than reference, Band A = equivalent to reference, Band B = mildly
impacted, Band C = moderately impacted and Band D = severely impaired. The arrows indicate sites directly below dams.
267
Second-order morphological change to a riverchannel requires sediment transport (Petts &Greenwood, 1985). The Cotter River is a confinedriver channel with little sediment input (until thebushfires of 2003), high boundary resistance, anarmoured streambed and overall there was littleevidence of gross change in the channel morphol-
ogy (Fig. 4). Abstraction of water from the CotterRiver for Canberra’s water supply has resulted incontraction of the active channel cross-sectionalarea (Table 5) (but not a change in shape) and thiswas evident at Site 3, well downstream of BendoraDam (Fig. 4). This second-order effect, caused bythe reduction in discharge volume (first-order
0
10
20
30
40
50
60
7000
1
002
003
004
005
006
007
008
009
010
011
012
013
014
015
Cotter River test sites
Perc
ent o
f sa
mpl
e
Acarina
Chironomidae
Oligochaeta
Reference sites
Reference sites
0
10
20
30
40
50
60
70
80
90
001
002
003
004
005
006
007
008
009
010
011
012
013
014
CotterRiver test sites
Pere
cent
of
sam
ple Trichoptera
Plecoptera
Ephemeroptera
Coleoptera
015
(a)
(b)
Figure 8. Relative abundance of macroinvertebrate taxa in riffle sections of the Cotter River and reference sites, June/July 1997.
268
effect) has resulted in reduced space for aquaticbiota.
A disturbance occurs to benthic stream com-munities when flow exceeds the threshold at whichsediment motion is initiated (Townsend et al.,1997). Reduction in the post-regulation frequencyof discharges sufficient to mobilize sediment(Fig. 2) has altered the disturbance regime in theCotter River (second-order effect). Disturbancetheory suggests that to preserve species richness,natural disturbances should be maintained (Con-nell, 1978; Begon et al., 1990). The prolific algalgrowth observed immediately downstream of thedams (particularly below Bendora Dam) resemblesthe effects of nutrient enrichment, however, lownutrient concentrations discount this cause. It islikely that extreme low flows and decreased dis-turbance frequency have contributed to more algalcovered substratum directly below the dams in theCotter River. This algal mat fills the substratuminterstitial spaces creating a more homogeneoushabitat for macroinvertebrates.
The spatial heterogeneity provided by thediversity of micro-habitats on a cobble substra-tum, free of prolific algal mats, may favour greatertaxonomic richness (Hynes, 1970) and any changesto the benthic algal conditions could also present achange in food resource (see Chester & Norris thisissue). The macroinvertebrate assemblages at thesites within 1 km downstream of the dams had adifferent invertebrate community structure and
less than the expected number of taxa compared toother Cotter River sites and reference sites (Figs.5–8, and Table 7). The conditions directly belowthe dams favoured taxa such as, Chironomidaeand Oligochaeta and disadvantage others likeSimuliidae, Psephenidae and Glossosomatidae(Table 7) that require fast-flowing water andsmooth, clean rock surfaces (see Hynes, 1970;Williams & Winget, 1979). The benthic algal con-dition and low flows could account for the inver-tebrate response and reduced macroinvertebratetaxonomic richness observed below each of theCotter River dams (Fig. 5) and these are commonresponses to impoundment (Armitage, 1979;Munn & Brusven, 1991; Growns & Growns, 2001;Chester & Norris this issue).
The effects on invertebrate assemblages wereconfined to sites immediately downstream of thedams where the percentage of catchment regula-tion ranged between 100 and 97% (Table 2 &Fig. 7). Observable effects on macroinvertebrateswere diminished at the site 4 km from BendoraDam (Site 5) where 85% of the catchment wasregulated. Invertebrate responses to flow regula-tion on the River Rede (also a upland river) werealso confined to areas where catchment regulationexceeded 92% (Petts et al., 1993). Macroinverte-brate assemblages were shown to recover belowthe Canning Dam in Western Australia in re-sponse to decreased regulation (Storey et al.,1991). Some studies suggest that the dam’s barriereffects, such as low recolonization rates, may bemore important for macroinvertebrate assemblagestructure than an altered flow regime (Marchant &Hehir, 2002). Our study cannot distinguish be-tween barrier and low-flow effects but it is feasible(given the algal and flow conditions) that barriereffects combined with sustained low flows were themajor factors controlling the abundance andrichness of invertebrate communities at siteswithin 1 km downstream of the Cotter Riverdams.
This study was not a long-term one but it hasdemonstrated that a hierarchical-effects frame-work including physical, chemical and biologicalindicators, which is based on a conceptual modelof how the ecosystem functions, is a useful toolfor evaluating the effects of river regulation andassessment of river health. The use of the frame-work has demonstrated that a interdisciplinary
Table 6. Armouring and relative bed stability indexes for
Cotter River sites
Site Armoured index Relative bed stability
1* 1.5 3.3
2 1.3 0.4
3 1.4 4.3
4 1.3 1.6
5 2.0 2.1
6* 1.4 1.7
7* 1.8 1.4
8* 1.6 1.6
9 1.5 3.1
10 2.0 3.1
Armouring index >1 = armoured; Relative bed stability
>1 = stable and <1 = unstable. Sites directly below dams are
indicated with an asterisk.
269
approach is needed to provide a more compre-hensive picture and evaluate the effects of thedams. The approach could be used to evaluate and
measure the ecological benefits of an alteredflow regime, such as that provided by environ-mental water allocations. The inclusion of the
Table 7. Taxa with ‡50% chance of occurrence, which are missing from sites assessed as impacted by the AUSRIVAS model
Taxa Sites
001* 006* 007* 008* 009 011 SIGNAL Sensitivity grade
Coloburiscidae X 10
Leptophlebiidae X X X X X 10
Hydrobiosidae X X X 9
Philopotamidae X X X X X X 9
Conoesucidae X 9
Elmidae X 8
Glossosomatidae X X X 8
Baetidae X X X X 7
Corydalidae X X X 7
Psephenidae X X X X X X 6
Tipulidae X X X 6
Gomphidae X X X 6
Simuliidae X X X X 5
Tanypodinae X 5
Hydroptilidae X X 5
Ecnomidae X X X 5
Caenidae X 4
SIGNAL sensitivity grades 1–10, where 10 = greatest sensitivity (Chessman 1995).Sites directly below dams are indicated with an
asterisk.
Table 8. Taxa showing significant Pearson correlations with ordination axes, N=15
Taxa Axis 1 Axis 2 Axis 3
Acarina )0.715
Amphipoda 0.715
Austroperlidae 0.731
Baetidae 0.711
Caenidae 0.555
Calocidae 0.830
Ceratatopogonidae 0.830
Corydalida )0.550
Elmidae 0.614
Hydrobiosidae )0.680
Leptoceridae 0.543
Leptophlebiidae 0.814
Lymnaeidae 0.611
Psephenidae 0.629
Scirtidae 0.637
Simuliidae )0.601 0.695
270
AUSRIVAS predictive models for biologicalassessment, which uses the reference conditionapproach (Reynoldson et al., 1997), may alsoprovide additional confidence in results wheresuitable control or reference-rivers are often scarcebecause the test sites are compared to the manyreference sites already sampled to build the pre-dictive model.
Because macroinvertebrates are representativeof the river’s condition over time they are consid-ered a more sensitive measure of river conditionsthan spot checks of chemical indicators. If the se-lected chemical indicators alone were examined,this study would have found no effects of regula-tion. If geomorphological indicators alone wereused, the Cotter River would have shown littlerecovery from the channel-contracting effects ofimpoundment. Abstraction for Canberra’s watersupply has altered the riverine environment andany future dam construction on the Cotter Riverwould probably exaggerate this situation. How-ever, the closed catchment management practicesthat ensure high quality drinking water, also pro-tect water quality for the aquatic ecosystem asindicated by the macroinvertebrate assemblages atsites other than those directly below the dams,where it seems altered flow conditions and/orbarrier effects, not water quality, have influencedbiota. The presence of algal mats, particularlybelow Bendora and Corin Dams, suggest thatthese sites could benefit from flushing flows thatcould create a scouring disturbance. The flushingflows should allow for natural seasonality in theflow regime, which should also meet the spawningrequirements of native fish.
Acknowledgements
We are grateful to A.C.T. Forests, National Parksand Wildlife Service and A.C.T. Parks and Con-servation for permission to conduct this studywithin Uriarra and Pierces Creek Pine Forests,Namadgi National Park and the MurrumbidgeeRiver Corridor. We also thank Frank Krikowa forundertaking the chemical analyses. The paper wasimproved by comments from David Williams,Paul Wallace, Donna Nunan, Nerida Davies andJulie Coysh. We acknowledge the 1997 3rd year
Water Science students from the University ofCanberra for their role in data collection.
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