fluvial geomorphology

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Progress report Fluvial geomorphology Evan S.J. Dollar Centre for Water in the Environment, School of Civil and Environmental Engineering, University of the Witwatersrand, WITS 2050, Johannesburg, South Africa I Introduction Rivers are complex systems. The breadth and scope of research into fluvial geomor- phology for the two-year period between July 2001 and July 2003 is evidence of this. It is also evident that river form, process and behaviour can be understood in a scale- sensitive, hierarchical manner. This requires that the spatial and temporal complexities of fluvial systems be given due recognition. Thus, while small- scale process studies are vital, these need to be nested within the context of broad- scale, long-term studies (cf. Cammeraat, 2002; Fukuoka, 2002; Goudie, 2002; Thorne, 2002; Vandenberghe, 2002; Beckedahl et al., 2002; Kjeldsen et al., 2002; Phillips, 2003a). Smith et al. (2002) in fact argue that much of the accumulated process knowledge should be used to bring longer-term and broader-scale perspectives of landscape change back to prominence. Fluvial geomorphology is also in a stronger position now than it ever has been. Research has broadened and strengthened, and the contribution of fluvial geomor- phology to resolving complex interdisciplinary problems is now widely recognized (Conacher, 2002; Benda et al., 2002; Frei et al., 2002). This represents both an opportu- nity and a challenge, as too many policy decisions are made without adequate consideration of the spatial and temporal complexity of systems; this is an area in which fluvial geomorphologists can offer crucial insight (Knuepfer and Petersen, 2002). II Palaeofluvial geomorphology Most geomorphologists consider that current environmental conditions are strongly contingent on past processes. Palaeofluvial investigations continue to provide important clues about the evolution of fluvial systems and the imprint of the past W C Arnold 2004 10.1191/0309133304pp419pr Progress in Physical Geography 28,3 (2004) pp. 405–450

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Page 1: Fluvial Geomorphology

Progress report

Fluvial geomorphology

Evan S.J. DollarCentre for Water in the Environment, School of Civil and EnvironmentalEngineering, University of the Witwatersrand, WITS 2050, Johannesburg,South Africa

I Introduction

Rivers are complex systems. The breadth and scope of research into fluvial geomor-phology for the two-year period between July 2001 and July 2003 is evidence of this.It is also evident that river form, process and behaviour can be understood in a scale-sensitive, hierarchical manner. This requires that the spatial and temporalcomplexities of fluvial systems be given due recognition. Thus, while small-scale process studies are vital, these need to be nested within the context of broad-scale, long-term studies (cf. Cammeraat, 2002; Fukuoka, 2002; Goudie, 2002; Thorne,2002; Vandenberghe, 2002; Beckedahl et al., 2002; Kjeldsen et al., 2002; Phillips, 2003a).Smith et al. (2002) in fact argue that much of the accumulated process knowledgeshould be used to bring longer-term and broader-scale perspectives of landscapechange back to prominence.

Fluvial geomorphology is also in a stronger position now than it ever has been.Research has broadened and strengthened, and the contribution of fluvial geomor-phology to resolving complex interdisciplinary problems is now widely recognized(Conacher, 2002; Benda et al., 2002; Frei et al., 2002). This represents both an opportu-nity and a challenge, as too many policy decisions are made without adequateconsideration of the spatial and temporal complexity of systems; this is an area inwhich fluvial geomorphologists can offer crucial insight (Knuepfer and Petersen,2002).

II Palaeofluvial geomorphology

Most geomorphologists consider that current environmental conditions are stronglycontingent on past processes. Palaeofluvial investigations continue to provideimportant clues about the evolution of fluvial systems and the imprint of the past

WC Arnold 2004 10.1191/0309133304pp419pr

Progress in Physical Geography 28,3 (2004) pp. 405–450

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on present-day forms (Magny, 2001; Moore and Larkin, 2001; Saito et al., 2001; Zalehaet al., 2001; Bullard, 2002; Garcia-Castellanos, 2002; Hereford, 2002; Kraus, 2002;Latrubesse, 2002; Lewis, 2002; Liu, 2002; Erskine and Peacock, 2002; Heine andHeine, 2002; Latrubesse and Kalicki, 2002; Lorenz and Nadon, 2002; Maas and Mack-lin, 2002; Moore and Blenkinsop, 2002; Pope and Millington, 2002; Rogers and Li,2002; Ardies et al., 2002; Guccione et al., 2002; Lauriol et al., 2002; Reheis et al.,2002; Ringrose et al., 2002; Sander et al., 2002; Schildgen et al., 2002; Thomas, D.S.et al., 2002; Jiongxin, 2003a; Kukulak, 2003; Colman and Bratton, 2003; Manvilleand White, 2003; Meisina and Piccio, 2003; Nash and Smith, 2003; Prange and Loh-mann, 2003; Brandt et al., 2003; Candy et al., 2003; Goodbred et al., 2003; Hou et al.,2003; Srivastava et al., 2003). Common threads that run through much of the palaeo-fluvial research is that fluvial evolution is effected by multicausal drivers of varyingspatial and temporal dominance and complexity. These drivers include sea-level andclimate changes, tectonic activity, variable sediment supply and transport (Schulte,2002; Gibbard and Lewin, 2002; Johnson and Warburton, 2002a; Novak and Bjorck,2002; Wegmann and Pazzaglia, 2002; Wisniewski and Pazzaglia, 2002; Andres et al.,2002; Ben-David et al., 2002; Formento-Trigilio et al., 2002; Nott et al., 2002; Polyaket al., 2002; Snyder et al., 2002, 2003; Brooks, 2003; Forsyth and Nott, 2003; Allisonet al., 2003; Benito et al., 2003; Kumar et al., 2003; Mayer et al., 2003; Pekarova et al.,2003; Rigsby et al., 2003; Wang et al., 2003; Weber et al., 2003) and hydrologicalchanges (Pisut, 2002; Magny et al., 2002; O’Sullivan et al., 2002; Viles and Goudie,2003; Noon et al., 2003). A variety of morphological, lithological, palaeohydrological,pedogenetical, sedimentological and dating techniques are applied to help elucidatethe evolution of fluvial systems (Dambeck and Thiemeyer, 2002; Latrubesse andFranzinelli, 2002; Saez and Cabrera, 2002; Stanistreet and Stallhofen, 2002; Bourkeet al., 2003; Rittenour et al., 2003; Sanderson et al., 2003; Zhang et al., 2003).

While palaeofluvial research provides valuable insight into the evolution of fluvialsystems, the imprint of the past on present fluvial behaviour needs to be made expli-cit to better understand present-day forms and processes. An example of how thismight be achieved is the River Styles approach (Fryirs, 2002; Brierley et al., 2002).The River Styles approach demonstrates how antecedent controls such as differentvalley forms (River Styles) operate under a set of boundary conditions that constrainform and processes at lower spatial (and temporal) scales. Central to the concept ofRiver Styles is that geomorphic diversity needs to be recognized in order to comparelike with like, thereby recognizing that different basins/ecosystems have differentlevels of resilience and cannot be managed in a homogenous manner. Fryirs (2003)provides guiding principles for assessing geomorphic river condition through theapplication of the River Styles framework.

III Sediment transfer

The transfer of sediment from hillslopes to rivers, flood plains, lakes and transitionaland coastal waters is, in part, a function of sediment delivery. The assessment ofbasin sediment budgets (Wasson, 2002; Fuller et al., 2002; Van Rompaey et al.,2002), sediment delivery (Golosov, 2002) and sediment flux (Jiongxin, 2002; Jonesand Frostick, 2002; Nelson and Booth, 2002; Owens and Walling, 2002; Verstraetenand Poesen, 2002; Xu and Cheng, 2002; Gangyan et al., 2002; Fontana and March,

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2003; Phippen and Wohl, 2003; Donohue et al., 2003; Vanacker et al., 2003) are criticalfor fluvial system understanding. Delivery is spatially and temporally highly vari-able (Macaire et al., 2002) and requires hillslope – channel/flood plain coupling(Michaelides and Wainwright, 2002; Slattery et al., 2002). Consequently, the interpret-ation of the stratigraphic record for determining sediment delivery is complicated bybuffering, especially in larger basins (see Castelltort and Van Den Driessche, 2003), asis the application of techniques for estimating sediment yield (cf. Hancock andAnderson, 2002; Meadows and Hoffman, 2002; Symader and Roth, 2002; Fulleret al., 2003).

Sourcing sediment is also critical for understanding transfer and for targeted man-agement (Wasson et al., 2002; Cawood et al., 2003). Recent advances in the techniquesfor discriminating sediment sources provide valuable tools in this regard (Stefani,2002; Collins and Walling, 2002; Foster et al., 2002; Jenns et al., 2002; Yeager et al.,2002; van der Perk and Slavak 2003; Di Giulio et al., 2003) and may aid in distinguish-ing between human-induced and natural, dynamic changes in storage (Klimek, 2002;Larue, 2002). Valuable lessons have been learnt, as evidence has shown that there isno simple relationship between event magnitude and sediment yield in basins, nor isthere a simple relationship between river and flood plain sedimentation rates andevent magnitude, duration, frequency or timing. What is clear is that sediment trans-fer may be asynchronous with disturbance drivers and therefore requires a long-term perspective. Trimble (1999) provides an excellent example of this. In theCoon Creek catchment, USA, basin sediment yield has not changed since the mid-1850s, despite major land use changes. Storage change has provided a buffer thathas decoupled basin sediment yield from land use change. Similarly, Fryirs andBrierly (2001) have shown that for many of the catchments of southeastern Australia,alluvial stores are the primary sources of fluvial clastic sediment since Europeansettlement. In the Bega catchment, however, only 16% of the delivered sedimenthas reached the estuary. They argue that this is due to antecedent controls on valleywidth that have resulted in the lowland plain acting as sediment sink.

Numerous studies have focused on quantifying sediment loads and rates ofsedimentation in modern systems (Panin et al., 2001; Franzinelli and Igreja, 2002;Orfeo and Stevaux, 2002; Kothyari et al., 2002; Warne et al., 2002; White et al.,2002). Examples include estimating the total sediment load delivered from theYangtze River (Higgitt and Lu, 2001) to the Three Gorges Project (TGP) in China(Lu and Higgitt, 2001). It is estimated that 84% of the eroded soil from the catchmentsis delivered to the reservoir; the remainder is deposited in valley floor paddy fields.Cao, S. et al. (2002) estimate the average annual sediment load entering the TGP is 523million tons. Of this, 47% is sourced from the Jinsha River, one of the main tributariesof the Yangtze.

Reductions in sediment load are reported for various fluvial systems worldwide(Chen et al., 2001; Xu, 2002a; Ta et al., 2002; Yang et al., 2002). Jiongxin (2003b) hasshown, for example, that since the 1970s, the sediment flux into the Yellow Riverhas declined as a result of effective soil control measures in upstream basins. Simi-larly, the reforestation of basins in Slovenia has reduced sediment loads, resultingin bed incision and reduced flood plain deposition (Keesstra, 2002). Similar incision(and associated consequences) has been reported for the Rhone River in France inresponse to decreased sediment yields (Kondolf et al., 2002; Arnaud-Fassetta, 2003).Increased sediment delivery to channels results in the opposite effect: increases in

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channel width, bank collapse, increased flood risk, lowering of water tables and theundermining of bridges and embankments (Kondolf et al., 2002).

IV Channel pattern and morphology

The growth of fluvial geomorphology as a science has led to the description andanalysis of previously unreported channel patterns. For example, Bartholdy andBilli (2002) report on a river planform ‘type’ in Tuscany, Italy, that is neither straightnor meandering. These rivers are typically almost straight, with a slightly incisedmain channel eroded into a former flood plain. They suggest the term ‘pseudomean-dering’ to describe this channel pattern. Discrimination of channel pattern and chan-nel pattern change based on planform and process, however, remains an importantarea of research (Simpson and Smith, 2001; Zimmerman and Church, 2001; Hudson,P.F., 2002; Xu, 2002b; Lancaster and Bras, 2002; Mosselman and Sloff, 2002; Shafieefarand Husseini, 2002; Buhman et al., 2002; Ramonell et al., 2002). Numerical proceduresfor predicting pattern are common (Termini, 2002; Vignoli and Tubino, 2002; Kura-bayashi et al., 2002; Watanabe et al., 2002; Yokoyama et al., 2002), less common aresemi-empirical predictive methods (Richardson and Thorne, 2001; Young et al., 2002).

The prediction of channel morphology has been a pursuit of river practitionerssince the late nineteenth century. Two broad approaches are common: an engineeringapproach that favours a numerical, hydrodynamic perspective (Neary et al., 2001; Maet al., 2002; Chitale, 2003; Olsen, 2003; Nicklow et al., 2003) and a qualitative, semi-empirical approach that favours field observation and data collection (Halwasand Church, 2002). Most numerical models are based on asynchronous solution ofsimplified governing equations. This, however, ignores to some extent the strongrelationship between discharge, sediment transport and morphological evolutionof fluvial systems. Cao, Z. et al. (2002) recommend that in order to refine the model-ling of alluvial rivers, the coupled system of complete governing equations needs tobe synchronously solved.

Investigations into downstream changes in channel morphology continue to pro-vide important insights into the relationship between discharge descriptors andchannel form parameters (Griffiths, 2002; Radecki-Pawlick, 2002; Molnar andRamirez, 2002; Moody and Troutman, 2002; Pitlick and Cress, 2002; Merritt andWohl, 2003), and remain critical to modelling and understanding river behaviour.Amsler and Ramonell (2002), for example, were able to show that increases in thal-weg sinuosity, channel width and bank erosion were related to high dominant dis-charges. Heritage et al. (2001), however, reject the notion of a channel-forming‘dominant’ or ‘bankfull’ discharge for the Sabie River in South Africa. Resultsfrom 23 monitoring sites show that the sections are related to the entire flow regime,not a single-channel forming discharge. Similarly, Lewin and Brewer (2001) reject theassumption that it is possible to distinguish between meandering and braided chan-nels on the basis of bankfull specific stream power and bed material size alone. Theysuggest that it is useful to consider the patterning processes that underlie the patternscatter on the bankfull stream power/bed material size plots. They argue that large-scale bedform development and stability is important for meandering and braiding.

Field-based investigations provide valuable empirical data on channel mor-phology (Wohl and Legleiter, 2003). Thompson and Hoffman (2001), for example,

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characterised 145 pools in New England to better understand pool geometry andsorting characteristics. Pool dimensions were related to drainage area and channelslope through stream power at larger scales and local hydraulic conditions at finerscales. Similarly, Jackson and Sturm (2002) found that stream power and unit streampower were the dominant channel shaping factors in small first- and second-orderforested channels in Washington’s coast ranges in the USA. Buffington et al. (2003)demonstrate that pools in coarse-grained forest rivers in the USA were formedmainly by flow obstruction and that their geometry and frequency of occurrencedepended on flow obstruction characteristics. These controls, in turn depended ona variety of factors, with their relative influence depending on channel type andlocation within the drainage basin.

V Channel change

Predicting channel pattern and morphology is, of course, contingent on understand-ing channel change. The drivers of channel change are widely known (Manville,2002; Marchetti, 2002; Lach and Wyzga, 2002; Liebault and Piegay, 2002; Maingiand Marsh, 2002; Talbot and Lapointe, 2002a, b; Liebault et al., 2002; Perona et al.,2002; Thomas, R. et al., 2002; Warburton et al., 2002; Surian and Rinaldi, 2003;Heroy et al., 2003; Skelly et al., 2003), and predicting morphological change in riversand flood plains using numerical methods and GIS/DEM technology is common(Rosatti, 2002; Basson and Beck, 2002; Cellino and Essyad, 2002; Kassem andChaudhry, 2002; Olesen and Tjerry, 2002; Vetsch and Faeh, 2002; Langendoen et al.,2002; Willems et al., 2002). However, all these methods are influenced by variousdegrees of uncertainty, assumptions and choices of model schematization (vanVuren et al., 2002). Cao and Carling (2002: 470) in fact state that many computationalriver models remain ‘. . . at best imperfectly constructed, and worst invalid’. This isdue to the fact that model calibration is often subjective, verification is impossibleand validation does not necessarily establish model truth. They therefore suggestthat high-level expertise, physical insight and experience are critical for meaningfulsolutions to be acquired and model limitations properly assessed. It is important tobe aware of the limitations of computational/numerical modelling, as ‘Modelperformance is overstated by using the affirmative terms verification and validation,which can mislead the public and decision-making’. Despite these cautions, predict-ing change in response to changing drivers remains an important goal in fluvialresearch (Gautier and Peters, 2002).

Examples of empirical studies of channel change reported in the literature arenumerous. A few are mentioned here. Magilligan et al. (2002) report on geomorphicchanges in response to the 1996 jokulhlaup on Skeioararsandur, southeasternIceland. The impacts of the jokulhlaup are explained in relation to antecedent con-ditions, particularly the asymmetric decoupling of the ice front from the sandurduring the recent recession. Channel narrowing following impoundments are alsowell known. The style and degree of change, however, depend on the geomorphiccontext, type of streamflow regulation and post-impoundment sediment transportregime (Phillips, 2002). Grams and Schmidt (2002), working in the Green River inColorado and Utah, USA, for example, determined that the degree of channel nar-rowing below the Flaming Gorge Dam in reaches with abundant sediment supply

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was proportional to specific stream power. Reaches with the greatest reductionsin specific stream power showed the greatest reductions in bankfull channelwidth and vice versa. Hassan and Klein (2002) report on the channel changes ofthe Lower Jordan River associated with a drop in the Dead Sea level of �22 m inthe last 70 years. Rapid drops in sea level since the late 1980s have resulted inmajor morphological changes and channel incision. Channel widths have narrowedby almost a factor of four and sinuosity has dropped by �25%. Incision is coinciden-tal with sea level reductions, with the incision having moved upstream by �11 kmby 1993.

Holistic interpretations of channel changes in the context of past climate changes,shorter-term human impacts and potential future climate change, however, remainelusive (cf. Franks, 2002). Effort is being made in this regard, with some success(Stouthamer and Berendsen, 2001; Clague et al., 2003). This is of significance, asBrooks et al. (2003) have shown that sound and realistic management programmescannot be achieved in rivers and basins without an understanding of long-term chan-nel and flood plain evolutionary history. From a study of paired catchments in south-eastern Australia, they demonstrated that the removal of riparian vegetation andwoody debris from the Cann River resulted in orders of magnitude changes in var-ious channel parameters (e.g., depth, slope and capacity). Importantly, they pointout that management intervention through reintroducing pre-existing riparianvegetation and woody debris will simply not result in channel recovery, as nume-rous thresholds were crossed as a result of historical changes. Clearly, channelchange needs to be understood in a historical, evolutionary context, otherwisethe ultimate controls on and changes to river form and process will not be fullyappreciated.

VI Fluvial features

The international literature is replete with descriptions and explanations of diversefluvial features (Blair, 2001; Leclair and Bridge, 2001; Prent and Hickin, 2001;Smith and Pearce, 2001; Yang et al., 2001; Bourke, 2002, 2003; Bridgland, 2002;Gupta, 2002; Harvey, 2002a; Inbar, 2002; Lowey, 2002; Miall, 2002; Nino, 2002;Purkait, 2002; Surian, 2002; Wittenberg, 2002; Knighton and Nanson, 2002; Latrubesseand Stevaux, 2002; Walsh and Hicks, 2002; Bendjoudi et al., 2002; Davis et al., 2002;De Souza et al., 2002; Hirayama et al., 2002; Kleinhans et al., 2002; Kostic et al.,2002; Loncke et al., 2002; Makaske et al., 2002; Strasser et al., 2002; Sun et al., 2002;Tooth et al., 2002a, b; Weissmann et al., 2002; Defina, 2003; Ferguson, 2003; Stockand Dietrich, 2003; Villard and Church, 2003; Willis and Griggs, 2003; Constantineet al., 2003; Fielding et al., 2003; Montgomery et al., 2003a; Radoane et al., 2003; Samuelet al., 2003). Some examples are described below.

Outburst floods produce impressive and dramatic fluvial features. QuaternaryInternational has devoted an entire edition to this topic–(Volume 90, 2002). Theirrole in modifying landscapes has generated considerable interest and debate (Cutleret al., 2002; Fisher et al., 2002). Since description of the Lake Missoula flood (Baker,1973), research has demonstrated that these outburst floods were more commonthan first thought. For example, Rudoy (2002) reports on Late Pleistocene super-floods following glacier-dam breaks in southern Siberia. These cataclysmic floods

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transformed the landscape and resulted in morphological associations of moun-tainous scablands, similar to those reported in North America. In some locations, dis-charges of up to 18 000 000 m3 s21 created features such as giant current ripplemarks, giant diluvial ramparts and terrace bars. Maximum unit stream powers of�10 000 000 W m22 are estimated to have occurred, greater than those estimatedfor Lake Missoula.

Drylands cover around half the world’s surface, but there is limited informationon dryland rivers (Nanson et al., 2002). A timely book fills this gap (Bull and Kirkby,2002) and provides a broad overview with a few case studies that will be of interest togeomorphologists interested in dryland environments. Bullard and Livingstone(2002) call for greater recognition of the interaction between aeolian and fluvial sys-tems in dryland areas. They argue that aeolian and fluvial systems do not operateindependently as commonly perceived, and that their interaction has importantimplications for understanding the geomorphology of dryland environments.

A number of innovative techniques have also been developed to aid in the under-standing of river behaviour. Many of these techniques allows us to address geo-morphic questions that have not been addressed before (Lane et al., 2002; Laneand Chandler, 2003; Brasington et al., 2003). Table 1 presents an incomplete list ofsome of these techniques.

VII Flood plains

Flood plains are an integral part of the fluvial system. Much of the work on floodplains is directed towards understanding present (Brunke, 2002; Middelkoop,2002; Asselman and van Wijngaarden, 2002; Nicholas and Mitchell, 2003; Lusket al., 2003) and past sedimentation rates (Walling and Owens, 2002; Foster, I.D.L.et al., 2002; Paine et al., 2002; Page, K.J. et al., 2003) and their relationship to the trans-portation of nutrients, organics (Morozova and Smith, 2003), contaminants (Rowanand Franks, 2002; Maurice-Bourgoin et al., 2002; Middelkoop et al., 2002), vegetation(Sims and Thoms, 2002; Webb et al., 2002) and to hydrology (Dyer, 2002; Aalto et al.,2002). Again, a variety of approaches are adopted in an attempt to understandflood plain behaviour; from laboratory experiments (Bathurst et al., 2002) to thelonger-term interpretation of flood plain histories (Wasson, 2002). Nanson andCroke (2002) argue that flood plain research is critical for understanding materialfluxes, contaminant storage, longitudinal and lateral connectivity and riverine ecol-ogy. They suggest that the following research directions are fundamental to movingthe research field forward: flood plain formation processes, flood plain instabilityand changes in flood plain state, scale, the role of vegetation in flood plain systemsand flood plains in interdisciplinary research.

VIII Vegetation

Vegetation plays an important role as an agent in fluvial geomorphology. At finerscales, this is effected through its influence on local hydraulics that determines sedi-ment transport. At this scale, vegetation reduces bed shear through absorbingmomentum by drag on the stems (Wilson and Horritt, 2002; Samuels et al., 2002;

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Jordanova and James, 2003). This enhances deposition and reduces sediment trans-port capacity (Helmio, 2002; Righetti and Armanini, 2002). Complexity is introducedthrough large spatial and temporal variations between different vegetation types,growth stages, densities and locations (Jarvela, 2002a, b; Sellin and van Beesten,2002; Yoshida and Dittrich, 2002). Flexible vegetation also behaves differently withstage changes and, as a consequence, roughness becomes variable and dynamic (Shi

Table 1 List of recent techniques applied to understand fluvial system behaviour

Technique Author(s)

Use of World Wide Web Schroder et al. (2002)Physical models De Boer and Ali (2002); Milana and Tietze (2002);

Moreton et al. (2002); Davies et al. (2003)Landscape-genesis (LG) models Al Bakri (2002)GPS and sonar Chang et al. (2003)Measuring sediment transport Dinehart (2002); Antonelli and Provansal (2002);

Gupta and Cvetkovic (2002); Rakoczi andSzekeres (2002); Sterling and Church (2002);De Bonis et al. (2002); Muller et al. (2002);Puertas et al. (2002); Rennie et al. (2002);Shteinman et al. (2002)

Hydrodynamic models Thomas and Nicholas (2002); Lee et al. (2002)High resolution survey data Lane et al. (2001); Adriaensen et al. (2002);

Asselman et al. (2002); Hicks et al. (2002);Whited et al. (2002); Baily et al. (2003); Mason et al.(2003)

GIS Bardossy and Schmidt (2002); Puech and Raclot(2002); Dawson et al. (2002); Sinha et al. (2002);Finlayson and Montgomery (2003); Khan and Islam(2003); Vogt et al. (2003)

Remote sensing Gupta and Ping (2002); Toro and Mayerle (2002);Gupta et al. (2002)

Laser Induced Direction and Ranging (LiDAR) French (2003); Charlton et al. (2003)Digital Elevation Models (DEM) Brasington and Smart (2003); Chappell et al.

(2003); Lane et al. (2003); Rippin et al. (2003)Electrical Resistivity Ground Imaging (ERGI) Baines et al. (2002)Artificial turf maps Steiger et al. (2003)Tracers Golz (2002); Ferguson and Hoey (2002); Blade et al.

(2002); Ferguson et al. (2002); Milan et al. (2002)Cosmogenic nuclides and sediment fingerprinting Bierman and Caffee (2002); Singh and France-

Lanard (2002); Clapp et al. (2002); Nichols et al.(2002); Schaller et al. (2002); Small et al. (2002);Terry et al. (2002); van Wijngaarden et al. (2002a,b, c); Wallbrink et al. (2002); He and Walling(2003); Brocard et al. (2003); Vance et al. (2003)

Magnetostratigraphic techniques Tinkler (2001); Auler et al. (2002)Documentary evidence and oral records Jiongxin (2003a)Time Domain Reflectometry (TDR) Valle and Pasternack (2002)River measurement techniques Le Roux (2001); Bartley and Rutherfurd (2002);

Lindsay and Ashmore (2002)Magnitude frequency techniques Marren et al. (2002); McKee et al. (2002); Navratil

et al. (2002); Rushmer et al. (2002); Heritage et al.(2003)

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and Hughes, 2002; Stephan and Gutknecht, 2002). Consideration of the hydraulics offlow through and over vegetation therefore remains an important field of study, bothexperimentally (Rowinski and Kubrak, 2002a, b; Bennett et al., 2002; Carollo et al., 2002;James et al., 2002) and in the field (Baptist and Mosselman, 2002; Goodson et al., 2003).The important question remains the prediction of velocity profiles in open channels.

At larger scales vegetation is also of importance (Steiger and Gurnell, 2002;Huisink et al., 2002). At the flood plain scale for example, the importance of vege-tation in reducing the risk of flooding in the Waal River, the Netherlands, is recog-nized (van Vuren et al., 2002). At the channel-type scale, Gradzinski et al. (2003)have shown how in-channel vegetation enhances channel aggradation and contrib-utes to avulsion by blocking channels in the anastomosing upper Narew River inPoland. Similarly, Gumbricht et al. (2001) have demonstrated that local topographicfeatures and channel flanking vegetation exert an important influence on the distri-bution of water in the Okavango Delta, Botswana.

At the reach scale, it is also generally accepted that riparian vegetation increasesbank stability and reduces stream bank erosion through enhancing resistance to ero-sion (Micheli and Kirchner, 2002a; Murray and Paola, 2003; Hession et al., 2003;McKergow et al., 2003). Birkeland (2002) quantified changes in flood power andriparian vegetation on the Escalante River, Utah, USA. Increased growth in riparianvegetation (86%), channel widening and flood plain narrowing resulted in anincrease in flood power of between 11 and 53% in the active channel between 1922and 1988, and a decrease in flood plain flood power of between 44 and 97% forthe same period. At least 20–45% of this decrease was attributed to increased resist-ance resulting from vegetation growth. Similarly, Micheli and Kirchner (2002b)report on a study that demonstrated that for the Kern River in California’s SierraNevada, riparian banks with dry meadow vegetation are ten times more susceptibleto erosion than banks with wet meadow vegetation.

Simon and Collinson (2002), however, argue that many studies that consider thestabilizing effects of riparian vegetation under-represent the importance of hydro-logical processes, some of which may be detrimental to bank stability. They reportthat in some instances, the hydrological effects (pore-water pressure, soil moisturemodification) of trees may in fact reduce bank stability, although the stabilizingmechanical effects usually offset this. This would suggest that hydrological, mechan-ical and ecological criteria should be jointly considered in determining the potentialstabilizing and destabilizing effects of riparian vegetation on bank stability.

Integrated research between ecology and geomorphology is gaining momentum(Viles and Naylor, 2002; Steiger et al., 2003). This endeavour will continue to providenew insights into both ecosystem behaviour and Earth surface processes (Nayloret al., 2002). However, as with most integrative endeavours, the issue of dealingwith scale in an appropriate manner is critical to its success. A number of examplesare evidence of this in the recent literature. Brooks and Brierley (2002) have shown,for example, that over thousands of years, channel capacity, hydraulics, bed loadtransport rates and bank erosion are influenced substantially by vegetation andwood, both within the channel and on the flood plain. Cowell and Dyer (2002)have shown how impoundments have affected the natural flooding dynamicsalong the Allegheny River in Pennsylvania, USA, which in turn has resulted in afunctional change from floods acting as a disturbance (that generates early succes-sional habitat) to a stressor. Changes in hydrological regime (lower peak discharges,

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longer duration) have favoured non-native species resulting in altered compositionand vegetation dynamics. Jeffries et al. (2003) argue that given the importance ofvegetation in fluvial form and process, its pigeon-holing as a dependent variable(e.g., Schumm and Lichty, 1965) should no longer be accepted.

IX Bank erosion

Bank erosion and its associated consequence, channel migration, has received con-siderable attention in the literature (Duan, 2001; Darby and Delbano, 2002), andremains a significant engineering (Shimizu, 2002; Schmautz and Aufleger, 2002)and environmental concern (Simon and Thomas, 2002; Simon et al., 2002). The pre-diction of bank erosion remains a priority, but many existing models fail to simulatethis process adequately. Wright et al. (2002) suggest that this is due to the fact thatmost models can only simulate one or two components of the bank erosion process(erosion by water flow; bank collapse under gravity and removal of failed debris)and cannot account for the influence of secondary currents. Darby et al. (2002)make a similar point and suggest that these models tend to be limited to steadystate conditions, utilize idealized and nonmechanistic relationships to link bank ero-sion rates and near-bank velocities through an erodibility coefficient determined bycalibration rather than via the characteristics of the sedimentary environment. Recentinterventions have encouraged the use of vegetative-based approaches in dealingwith the problems associated with bank erosion that offer ecological advantagesand long-term sustainability (Environment Agency, 1999). Not all problems associ-ated with bank erosion are, however, unidirectional. Couper et al. (2002), forexample, report on negative erosion-pin recordings for some rivers in the UK.

X Woody debris

The role of Coarse and Large Woody Debris (CWD and LWD) across a range ofspatial and temporal scales has been recognized as being significant in channelform and process studies for nearly two decades. The effect of centuries of ‘ripariangardening’ in Europe (Montgomery and Piegay, 2003) and widespread riparian veg-etation clearing in North America (Collins et al., 2002) and Australia (Erskine andWebb, 2003) is startling. Regional differences in wood size, density, shape, avail-ability, recruitment, character, geomorphic context, river size and pattern exist, how-ever, that complicate understanding and the modelling of woody debris distributionand effects (Gurnell et al., 2002; Kraft et al., 2002; Kraft and Warren, 2003). Montgom-ery and Piegay (2003) argue that the key uncertainties related to woody debris are itsinfluence on pristine rivers and how it controls hydraulics and geomorphologicalfeatures in channels of different sizes and regional locations.

The geomorphic impact of woody debris depends on how the wood acts as anobstruction (distribution and function) and the consequent impact of the obstructionon local hydraulics and sediment processes (Bocchiola et al., 2002; Wallerstein, 2003;Daniels and Rhoads, 2003; Hygelund and Manga, 2003), as well as the additionalmaterial that it obstructs and collects (Curran and Wohl, 2003; Webb and Erskine,

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2003; O’Connor et al., 2003). This impact can operate at a number of scales, fromaffecting local hydraulics and sediment transport at local scales to affecting channelgeometry and morphological features at reach scales (Hughes and Thoms, 2002;Abbe and Montgomery, 2003; Montgomery et al., 2003b). For example, Marcus et al.(2002) suggest that for the Snake River, Soda Butte Creek and Cache Creek in theGreater Yellowstone Ecosystem, USA, the movement of woody debris is perhapsthe opposite of most sediment transport systems in mountains. In first- andsecond-order streams, the wood is too large to be moved so that the system istransport-limited, with floods introducing new material but not removing woodby downstream transport. In third- and fourth-order streams, the system displaysa form of dynamic equilibrium in that the channel is able to move woody debrisat the same rate it is introduced. In fifth-order and larger channels, the system canbe considered to be supply-limited.

Faustini and Jones (2003) have shown how sediment-limited streams in Oregonmay, when deprived of woody debris, exhibit less morphological variation at thechannel unit scale, store less sediment and release it more rapidly than those withwoody debris. Similarly, Kail (2003) has shown from work on six central Europeanrivers that structural diversity is greater in woody debris sections at almost all scales.At the reach scale, woody debris also creates greater variability in the longitudinalwater profile of a river than a similar river without woody debris. Woody debris istherefore also critical in influencing the diversity and availability of aquatic habitat(Zika and Peter, 2002; Haga et al., 2002; Lehane et al., 2002). Montgomery and Piegay(2003) conclude that it is time that wood and vegetation assume their place besidesediment regime (supply and calibre for example) and discharge as a primary controlon the dynamics and morphology of fluvial systems.

XI Sediment transport

The prediction of sediment transport (Cheng, 2002a; Yen, 2002; Abril and Knight,2002; Cerda and Garcıa-Fayos, 2002; Huang and Nanson, 2002; Kleinhans and vanRijn, 2002; Ogawa and Watanabe, 2002; Wilcock and Kenworthy, 2002; Di Cristoet al., 2002; Hairsine et al., 2002; Link et al., 2002; Nikora et al., 2002; Nino et al.,2002; Delleur, 2003; Metivier and Meunier, 2003; Schmeeckle and Nelson, 2003; DeSutter et al., 2003), particle entrainment, settling velocity and deposition (Papanico-laou et al., 2001; Malmaeus and Hassan, 2002; Milburn and Prowse, 2002; Wu andLin, 2002; Dancey et al., 2002; Paphitis et al., 2002; Seminara et al., 2002; Strom et al.,2002; Smith and Cheung, 2003; Wu and Chous, 2003; Aguirre-Pe et al., 2003; Haralam-pides et al., 2003; Nino et al., 2003; Papanicolaou et al., 2003) is of great interest to flu-vial geomorphologists, but tends to be the domain of river engineers.

The limitations of sediment and bed load equations are widely known and predic-tions of all transport formulae show large uncertainties. Difficulties introduced bysediment packing, variability of the near-bed turbulent velocity field, modificationof the velocity field by upstream protruding grains and variable supply mean thata universal transport equation has not been developed. Field measurements of sedi-ment transport confirm the limits of applying transport equations for prediction(Pearce et al., 2003). Obtaining reliable field data are almost impossible, particularlywhen evidence of extreme events does not survive (Coppus and Imeson, 2002; Sheets

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et al., 2002). Despite these challenges, researchers continue to develop new modelsfor prediction (Cheng, 2002b; Le Roux, 2002; Richardson, 2002; Hunziker and Jaeggi,2002; Monteith and Pender, 2002; Nagy et al., 2002; Pena et al., 2002; Ribberink et al.,2002; Wongsa et al., 2002; Wilcock and Crowe, 2003; Yang and Lim, 2003). Lisle andChurch (2002) suggest that a better understanding of transport–storage relationsmay improve predictive model capacity in the future.

Studies that emphasize the collection of field data are rare, but important (Eatonand Lapointe, 2001; Habersack and Laronne, 2002; Hayes et al., 2002; Julien et al.,2002; Rodriguez et al., 2002; Ryan et al., 2002). These studies add much to our under-standing of river behaviour. Some examples are presented below. Martin (2003) pre-sents results from a study in which bed load transport formulae are evaluatedagainst field data collected over a 10-year period along an 8-km-long study reachon the Vedder River, British Columbia, Canada. Martin (2003) found that the Bag-nold stream power formula and the Meyer–Peter and Muller formula underpre-dicted gravel transport for the period of record. Interestingly, however, thesimple stream power correlation captured the downstream pattern of depositionbest. Bagnold’s formula was found to most realistically predict bed load transport,although Martin (2003) indicates that no one formula predicts best under allconditions.

Johnson and Warburton (2002b) measured the annual sediment budget of a UKmountain torrent. They found that over the period of 1 year, 184 tonnes of sedimentwas removed from a 2.4 ha study area. Channel (70%) and bank (25%) sources domi-nated the supply, with surface processes and rockfall on hillslopes accounting foronly 5% of the total budget. Konrad et al. (2002) report on spatial patterns of bedmaterial entrainment by floods using bed tags. They showed that although the prob-ability of bed material entrainment was approximately uniform over a gravel barduring individual floods and independent from flood to flood, regions of stabilityand instability occurred at some bars over the course of a season.

XII River and flood plain hydraulics

Knowledge of the hydraulics of open channel flow including flow resistance (Bathurst,2002; Katul et al., 2002), flow types (Crowley, 2002; Ferro and Carollo, 2002; Bironet al., 2002; Jordanova et al., 2002), velocity and turbulence (DeVries, 2002; Lee andFerguson, 2002; Babaeyan-Koopaei et al., 2002; Chen and Chiew, 2003) and the roleof flood plains in open channel flow (Carling et al., 2002) is of obvious importanceto the fluvial geomorphologist. A recent two-volume proceedings from the Riverflow 2002 conference in Belgium (Bousmar and Zech, 2002a, b) covers three majortopics in this regard. These are the hydrodynamics of river flow (overbank flowsand flood propagation, resistance determination and interactions with vegetation,river engineering, rapid transients and dam-break hydraulics and interactionsbetween river hydraulics and ecology), sediment transport in rivers (river mor-phology and morphodynamics, scour and techniques of sediment transport model-ling) and methods and techniques (laboratory techniques and application of remotesensing and GIS technology to river modelling). The main message that emergesfrom the proceedings is that current river management requires practitioners andmanagers both to protect human lives and properties, while at the same time main-

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taining river function for a variety of purposes (including ecological). There is alsorecognition that there is a need to manage rivers in sympathy with their naturaloperation, rather than focusing on traditional river engineering approaches (cf. deVriend, 2002). An additional focus of the proceedings related to ecohydraulics, afield of study that seeks to integrate water resource development with the sustain-able utilization of aquatic ecosystems (Caruso, 2001; Leclerc, 2002; Clifford et al.,2002; Franks et al., 2002). However, the tools that are available to convert habitattime series (habitat regime) into meaningful operating rules require considerablevalidation and refinement. Of particular importance is the development of a concep-tual framework to create a common understanding of the relationship between eco-logical and physical subsystems (Franzin et al., 2002).

XIII River management and remediation

Human activities have influenced rivers for millennia (World Commission on Dams,2000; Taylor and Kesterton, 2002; Asmal, 2002; Doyle et al., 2003; Thomas, D.S., et al.,2004). As a result, widespread changes to fluvial systems have taken place (Bonacciand Roje-Bonacci, 2003; Landwehr and Rhoads, 2003; Dennis et al., 2003; Ellery et al.,2003). Recognition of these impacts, and the need for management intervention hasled to fluvial geomorphologists applying their skills to a variety of river managementand remediation efforts. This importance is reflected in the literature [Dorn (2002),for example, makes the point that the most cited geomorphological literature inthe 1990s related to river research with a biological emphasis]. Four recent bookson this topic (Anthony et al., 2001; Kondolf and Piegay, 2003; Sear et al., 2003; Gordonet al., 2004) also reflect this interest.

Management and remediation of rivers requires decision-makers to intervene ina manner that is beneficial to people and the environment (Goodwin, 2001; Fenget al., 2001; Gregory, 2002; Kurashige, 2002; Thompson, 2002a, 2003; Archer andNewson, 2002; Bhuiyan and Hey, 2002; Falkenmark and Folke, 2002; Larsen andGreco, 2002; Sato and Watanabe, 2002; Simon and Darby, 2002; Williams and Archer,2002; Islam et al., 2002; Mount et al., 2002; Newson et al., 2002; Pedroli et al., 2002;Poole et al., 2002; Ward et al., 2002; Spaliviero, 2003; Cioffi and Gallerana, 2003;Amos et al., 2003). This means managing ecosystem functionality (Frothinghamet al., 2002) and the integration of physical, chemical and biological characteristicsof a river at appropriate scales (Dovciak and Perry, 2002; Graf et al., 2002; Poudevigneet al., 2002; Cadenasso et al., 2003; Sauvage et al., 2003). The management of rivers as‘integrated ecosystems’ (Rodda, 2001) comprises at least four interacting subsystems:the active channel, flood plain (or, where absent, macro-channel), alluvial aquiferand riparian vegetation (Poole et al., 2002). Together these comprise the integratedfluvial system, emphasizing the importance of lateral and longitudinal connectivityand interdependence. Four broad themes are considered under river managementand remediation. These are: river landscape and classification, ecological waterrequirements, the European Water Framework Directive and river restoration andremediation. Each of these will be discussed in turn.

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1 River and landscape classification

It is common knowledge that hierarchical landscape classification is a useful meansto organize, interpret and understand complex systems such as fluvial landscapes(Vannote et al., 1980; Ward and Stanford, 1995; Wu and Loucks, 1995; Tockner et al.,2000; Berman, 2002; Poole, 2002; Wright and Li, 2002; Pess et al., 2002; Ralph andPoole, 2003). Two broad types of classification system are evident: structure-basedclassification systems (cf. Jensen et al., 2001; Berman, 2002) and process-based classi-fication systems (cf. Montgomery, 1999; Winter, 2001; Berman, 2002; Church, 2002).Both approaches have strengths and weaknesses (see Berman, 2002 for a full descrip-tion). Both approaches, however, recognize that a hierarchical system helps dealwith the complexity and variability of river systems and the importance of spatialand temporal scale. Hierarchical classification systems recognize that river channelsand flood plains are inextricably linked to the landscape and that basin features andscale-specific disturbance processes influence ecosystems at multiple scales andinfluence response and recovery times. Importantly, connectivity vector strength(longitudinal, lateral, vertical and temporal) between system components drivessystem heterogeneity and hence biotic distribution and pattern (Montgomery, 1999;Berman, 2002). These discontinuities (Rice et al., 2001) at multiple scales generate‘patches’ that represent distinct structural and process units and result in the hetero-geneous distribution in space and time of biotic and abiotic environmental resources.These influence the flow of materials through the system. For a river system, struc-tural and process patches at different scales form a nested, interactive hierarchy(Berman, 2002). Patch dynamics and geometry play a critical role in the distributionof biota (Crook et al., 2001). River and landscape classification methods must attemptto capture this complexity through partitioning ecosystem variability and deter-mining patch response to disturbance at multiple scales. Identifying anddelineating unique landscape classes therefore needs to account for the following(Berman, 2002):

1 catchment influences on river structure and resource dynamics;2 disturbance and recovery processes influencing the strength of connectivity

vectors, resource dynamics and biotic pattern; and3 hierarchy, scale and patch dynamics influence on energy and materials flow

through the system.

Furthermore, classification systems need to capture that fact that large-scale factorsconstrain the structure and function of patches at smaller-scales and that small-scalefactors shape the structure and function of patches at larger scales. This is needed topredict biotic pattern and distribution and to diagnose system impairment(Fausch et al., 2002). Classification must also allow for the prediction of humanimpacts on natural disturbance processes that alter the relationships betweenpatches and the resource dynamics including the availability, delivery, transportand processing of materials fundamental to biotic communities (Berman, 2002).Berman (2002) considers that at the core of classification is the ability to categorizeacross scales those ecosystem processes driving the discontinuous distribution ofbiotic and abiotic resources. These concepts are not new to the fluvial geomorphol-ogist (cf. Schumm and Lichty, 1965). The challenge remains developing a hierarchi-

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cal, scale-based classification system that can meet the requirements of ecologicaland geomorphological theory and the operational requirements of managementintervention.

2 Ecological water requirements

An important tool in river management and remediation is the determination ofEcological Water Requirements (EWR) or Environmental Flow Allocations (EFA)for rivers. Demands placed on a variety of specialists, including fluvial geomorphol-ogists to predict these EWRs are reflected in the amount of ‘air-time’ given to thistopic in the literature (cf. Rood et al., 2003; Special issue of Rivers Research and Appli-cation (Volume 19, 2003)). Naiman et al. (2002) argue that the ecosystem is a legiti-mate user of water and that one of the challenges to river science is forecastingthe consequences of changing water regimes, especially as environmental issuesrelated to water escalate over the next two to three decades. The determination ofthese requirements has progressed to the point where the information requirementsneed to be nested within the context of adaptive management, integrated ecosys-tem-based perspectives and increasing public participation (and scrutiny) (Hillmanand Brierley, 2002; Thoms and Sheldon, 2002). (Some have questioned whetherEWRs of rivers can be effectively integrated with management objectives, socio-economic demands or a water market system (cf. Doupe and Pettit, 2002; Ladsonand Finlayson, 2002).) This requires information about changes from a ‘natural con-dition’ or ‘virgin state’. While numerous indices are available to characterize hydro-logical changes from a reference condition (Indicators of Hydrological Alteration)(cf. Olden and Poff, 2003) these are lacking from a geomorphological and ecologicalperspective.

3 European Water Framework Directive

A third important focus in river management and remediation is the European WaterFramework Directive (WFD) (European Union, 2000). The main objective of the WFDis the achievement of a ‘good water status’ (Chave, 2001) through preventing furtherdeterioration of water bodies and protecting and enhancing the status of aquaticecosystems and associated wetlands. Fluvial geomorphology is central both tothe design and implementation of the WFD (Newson, 2002; Raven et al., 2002; BSI,2003; Sear et al., 2003). This requires the description, monitoring and predictionof river channel conditions and behaviour; a major challenge, as discussed earlier.In Europe, the WFD recognizes the importance of considering hydromorphologyin river management and protection. This includes consideration of:

. the extent of modification of the flow regime;

. the extent to which water flow, sediment transport and the migration of biota areimpacted by artificial barriers; and

. the extent to which the morphology of the river has been modified; including theconstraints to the free movement of a river across its flood plain.

Chave (2001) makes the point that the WFD implicitly recognizes that certain com-mon hydromorphic features will emerge that will enable the ecosystem to flourishwhere there is no human intervention. The WFD therefore provides both an oppor-

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tunity to entrench the position of fluvial geomorphology in applied studies, but alsooffers a challenge to ensure that the ‘science’ is appropriate, transparent and accoun-table. Monitoring and auditing are critical in measuring the success (and learning) ofthe WFD (cf. Osterkamp, 2002; Thorne, 2002; Bash and Ryan, 2002; Downs andKondolf, 2002; Walker, J. et al., 2002).

4 River restoration and remediation

It has been recognized that while whole river training methods have brought manyadvantages (e.g., flood control), many disadvantages have also resulted, for example,continuous degradation of the bed, impacted aquatic ecosystems (Marti, 2002),groundwater recharge and social concerns (Ono, 2002). As a consequence, ecologicallyacceptable remediation has gained momentum as an approach (cf. River RestorationCentre, 2002). However, there is also a pragmatic realization that complete ‘restoration’of fluvial systems is seldom attainable, nor desirable. The real questions are what is anacceptable rate of change and how sustainable is the change? The fourth broad themetherefore considers the recent contribution of fluvial geomorphology to river remedia-tion efforts (Hudson, H.H., 2002; Lenzi, 2002; Logan and Furse, 2002; Parsons andGilvear, 2002; Boon et al., 2002; Filipe et al., 2002; Walker et al., 2002; Williams et al.,2002; Environment Agency, 2003; Zimmerman et al., 2003). Examples of river remedia-tion approaches that consider the importance of ecosystem functionality and the con-tribution of fluvial geomorphology in resolving these issues comes from five continents(cf. Meyer, 2001; Thompson, 2002b; Florsheim and Mount, 2002; Steveaux and Takeda,2002; Jonker et al., 2002; McGinness et al., 2002; Rowntree and du Plessis, 2003; Walterset al., 2003). A limitation of many river remediation projects, however, has been thatthey have tended to be small-scale in nature, without adequate consideration of thedrainage basin linkages that provide the template for remediation and rehabilitation(Gregory and Chin, 2002).

An example of a basin-scale perspective to river management and remediation isthe River Styles approach (as described earlier). The approach provides a typologyupon which spatial and temporal linkages of biophysical processes are assessedwithin a drainage basin (Brierley et al., 2002). River character and behaviour arerecorded and the capacity for each river reach to adjust varies with each Style.This is important, as different rivers will respond differently to imposed changes.For example, despite the fact that the Toledo Bend Reservoir impounds 74% ofthe Sabine basin in the USA, minimal geomorphic impacts were experiencedbelow the impoundment (Phillips, 2003b). This would suggest that the reach wastransport-limited before impoundment; thus reduced sediment supply afterimpoundment had a limited effect on the channel boundary. Impacts thereforeneed to be interpreted within a broader geomorphic context. This illustrates thevalue of the River Styles framework in that it assesses geomorphic river conditionand recovery potential in the context of the evolutionary pathways of the systems.The approach is also one of few that successfully manages to cross scale boundariesand provide a reasoned, integrated and implementable scale-based approach forriver management and remediation.

The aforementioned discussion illustrates the point that there is a need to recog-nize that predictions in geomorphology tend to be qualitative and imprecise. Fur-thermore, the ability of the discipline to apply experimental and laboratory data

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are limited, and repeatable observations and falsifying hypotheses are few becauseeach geomorphic situation is unique (cf. Schumm, 1991; Benda et al., 2002). Evenwhere quantitative approaches are applied (particularly in the field of sedimenttransport and hazard forecasting), these are only appropriate at limited scalesand domains. Benda et al. (2002) point out, for example, that sediment transportis difficult to predict accurately (even though it may be done with precision) becauseof the problems mentioned earlier. Furthermore, accurate predictions are unlikelybecause larger-scale processes constrain smaller-scale processes. For example,hydrodynamic and hydromorphological models that seek to predict changes inthe physical dimensions of channels rely on sediment input information fromthe contributing basins, another unresolved issue. Similar problems exist in pre-dicting the effects of land use changes on fluvial systems. It could be arguedthat, a rigorous, defensible scale-based conceptual approach to prediction (andmanagement) is preferable to a precise, yet conceptually flawed scale-less numeri-cal approach.

XIV Ecohydrology

It is widely acknowledged that hydrology plays a critical role in present-day fluvialsystems and associated ecosystems (Arscott et al., 2001; Bonnel, 2002; Caruso, 2002;Collier, 2002; Alfredsen and Tesaker, 2002; Bovee and Scott, 2002; Brown and Ford,2002; Bunn and Arthington, 2002; Prowse and Conly, 2002; Wu and Wang, 2002; Annearet al., 2002; Bond et al., 2002; Cortes et al., 2002; Dugger et al., 2002; Gibbins et al., 2002;McIntosh et al., 2002; Parkinson et al., 2002; Peel et al., 2002; Prowse et al., 2002; Rech et al.,2002; Smolders et al., 2002; Wanner et al., 2002; Hughes and Rood, 2003). This recog-nition has evolved into the field of ecohydrology. Evidence derived from palaeohydro-logical studies (Runge, 2002; Barker et al., 2002; Uliana et al., 2002; St Georgeand Nielson, 2003; Keefer et al., 2003; Russell et al., 2003) can also help contextualizepresent-day problems through reconstructing past processes; shifts, for example, inecotonal zones (cf. Starkel, 2002). There has also been recognition that there is alinkage between streamflow variability, precipitation and climate forcing (e.g.,ENSO) (Chiew and McMahon, 2002; Jones and Woo, 2002; Woo and Thorne, 2003)that should be of considerable interest to geomorphologists, hydrologists and ecolo-gists alike.

Models are being developed, for example, to assist in providing rapid estimates ofthe ecological instream flow requirements of rivers (Hughes and Hannart, 2003). Eco-hydrology has close links with fluvial geomorphology (cf. Marani et al., 2001) andhydraulics (cf. Walker et al., 2002; Booker, 2003; Odeh, 2003; Rowland et al., 2003). Infact, the concept of ecogeomorphology has also been mooted (Thoms and Parsons,2002). While there is some debate as to exactly what ecohydrology is, there is consen-sus that there is a need for research into the interface between ecology and hydrology(Black et al., 2002). This is reflected in the recent launching of the International Journal onEcohydrology and Hydrobiology and a special edition in the Hydrological Sciences Journaldedicated to ecohydrology. The special edition contains five broad discussion papers(Kundzewicz, 2002; Nuttle, 2002; Moir et al., 2002; Porporato and Rodriguez-Iturbe,2002; Zalewski, 2002) that may be of interest to fluvial geomorphologists.

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XV Conclusions

Fluvial geomorphology has much to offer both as a science, and as input into mana-ging complex river systems. One of its strengths is that it views the world as a nestedhierarchical system, in which consideration of spatial and temporal scale providesthe context for understanding system behaviour. This presents a useful perspectivethat adds considerable value and offers much insight into interpreting a naturalworld characterized by complex multiscale and multidimensional problems. Thebreadth of research considered in this review demonstrates that within this broadsystems umbrella, there is space for the continuum of spatial and temporal scalesof research that, considered together, offers a potentially holistic understandingof river behaviour. Much of the future progress in fluvial geomorphology willrest on its ability to understand and interpret the links within and connectivitybetween patches of fluvial forms and processes at different spatial and temporalscales.

Acknowledgements

Many thanks to my wife Lynette who has helped with sourcing much of thereviewed material and helping in the laborious task of editing and checking themanuscript.

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