Does the River Continuum Concept Work in Small Island Streams? Functional Feeding Group Variation Along a Longitudinal Gradient

Total Page:16

File Type:pdf, Size:1020Kb

Does the River Continuum Concept Work in Small Island Streams? Functional Feeding Group Variation Along a Longitudinal Gradient UC Berkeley Student Research Papers, Fall 2006 Title Does the River Continuum Concept Work in Small Island Streams? Functional Feeding Group Variation Along a Longitudinal Gradient Permalink https://escholarship.org/uc/item/6db9m25g Author Groff, Margaret H. Publication Date 2006-12-01 eScholarship.org Powered by the California Digital Library University of California DOES THE RIVER CONTINUUM CONCEPT WORK IN SMALL ISLAND STREAMS? FUNCTIONAL FEEDING GROUP VARIATION ALONG A LONGITUDINAL GRADIENT MARGARET H. GROFF Department of Integrative Biology, University of California, Berkeley, California 94720 USA Abstract. The River Continuum Concept (RCC) predicts that as the form of particulate organic matter available in streams and rivers varies longitudinally, so will the functional feeding groups (FFGs) of benthic macroinvertebrates. The RCC was developed based on data from continental streams; therefore, its applicability to the unique ecology of island streams is virtually untested. The purpose of this study was to discover if the RCC works in the small streams of Moorea, French Polynesia. Three sites along an elevational gradient were sampled for benthic macroinvertebrates in five streams of similar catchment size. Each sample was sorted and all taxa were assigned to a FFG. Species richness and FFG variation along a longitudinal gradient were compared to RCC predictions. Patterns in the longitudinal variation of crustacean/mollusc species richness and shredder, grazer, and predator percent composition were found to match RCC predictions. However, total species richness, insect species richness, and the percent composition of collecting organisms did not. Therefore, an alternative theoretical framework is needed to accurately describe FFG variation in tropical streams. Key words: River Continuum Concept, benthic macroinvertebrates, functional feeding groups, species richness, island streams, Moorea INTRODUCTION Third, the majority of organisms found within island streams are not insects but diadromous The River Continuum Concept (RCC) was crustaceans and molluscs (Greathouse 2006). proposed to explain the longitudinal variation As with most other islands, it is unknown of benthic macroinvertebrate communities in whether the RCC applies in the streams on freshwater catchments (Vannote et. al. 1980). Moorea, French Polynesia, an island located The RCC postulates that as stream size 18 kilometers west of Tahiti (Resh 1990). Most increases and the composition of available streams on Moorea are small, reaching only organic matter changes, the functional feeding third order before reaching the Pacific. The groups (FFGs) will also change to reflect the Opunohu River to the north has the largest increase in habitat diversity and the shift in catchment on the island, reaching only fifth food availability (Vannote et. al. 1980). The order as it enters Opunohu Bay. RCC assumes an abundance of The objectives of this study were to: (1) macroinvertebrate taxa, especially insects, and describe the macroinvertebrate fauna of the a substantial catchment size. small streams of Moorea; (2) determine how Because the RCC was developed using the functional feeding groups of data collected from large continental streams macroinvertebrates change along a in North America, its usefulness to the unique longitudinal gradient in these streams; and (3) biology of small island streams is largely determine if the River Continuum Concept untested. Island streams have many applies to the streams on Moorea. I postulate particular features that may affect the that the RCC will not apply on Moorea application of the RCC. First, their watersheds because of its low aquatic insect diversity and are generally small, so streams meet the ocean the diadromous nature of the majority of its no larger than mid-sized, fifth-order streams. in-stream fauna. Second, the banks of island streams are often heavily vegetated, providing a continuous METHODS supply of organic matter, but frequent flooding washes away the accumulated plant Study sites material (Resh 1995). This is different from continental streams, where riparian vegetation Five streams with similar catchment sizes is often reduced as stream order increases. were selected from different regions of the island (Fig. 1). Each stream was divided into is to the south, a convenience store with a three different sites: (1) a low-gradient, 50- large Hinano sign is to the north. Site MM2 is meter reach starting at the first riffle from the located 1.5 kilometers from the mouth. It is mouth; (2) a high-gradient, 25-meter mid- reached by following the road past a farm to a reach; and (3) a high-gradient, 12.5-meter large dip in the road before a steep hill. A reach at the headwaters, the highest reach small tributary stream bisects the road at this possible to sample with a D-frame net. Each point. The sampled reach extends 25 meters site was partitioned into three subsites based upstream from the confluence. Site MM3 is on stream morphology (riffle, run, pool, and 2.2 kilometers from the mouth of the step). The physical parameters describing Mahaerua. It is accessed by hiking upstream each site are found in Table 1. from the end of the road for approximately 15 minutes. The right branch is followed at each confluence. A small island splits the channel in the upper eight meters of the 12.5-meter reach. Papetoai-Vaihana (PV) The town of Papetoai is located on the north side of Moorea, immediately west of the entrance to Opunohu Bay (Fig. 1). The Vaihana River flows from the northern face of Mount Tautuapae down the northwest facing Terahimaua Valley. The mouth of the Vaihana River outlets into the Pacific Ocean as a fourth- order stream just east of “Chez Kiri” in Papetoai. Site PV1 is approximately Fig. 1: Map of Moorea and 15 study sites 30 meters upstream from the circum-island road. A road approximately Maatea-Mahaerua (MM) 50 meters west of the mouth of the Vaihana leads to site PV2; it intersects the main road The town of Maatea is located on the east between a residence surrounded by tall side of Moorea, just above the southernmost hedges and a low grey-brick wall. It is one of point of the island (Fig. 1). The Mahaerua two paved roads in Papetoai. Site PV2 is River follows the Toto Valley, starting from located 10m upstream from the end of this the south-facing slope of Mount Tohiea, and road. Site PV3 is reached by hiking meets the Pacific as a third-order stream at the approximately 2.5 hours upstream from site southwest end of Maatea. Site MM1 is located PV2. Site PV3 is unique from the other approximately 109 meters upstream from the headwater sites sampled because the channel circum-island road. The furthest downstream was restricted within a narrow bedrock reach is bisected by an artificial riffle and both canyon. banks are leveed. The morphology is primarily composed of runs (78%) and a large Vaiare-Vaipohe (VV) shallow pool (20%) created by the riffle (Table 1). Flow is highly influenced by the tide, The town of Vaiare is located on the east causing the depth to fluctuate approximately side of Moorea at the base of Vaiare Bay, near 20 cm every few minutes, but the salinity is the Gare Maritime. The Vaipohe River flows unaffected (Table 1). from the ridge between Mount Tearai to the Sites MM2 and MM3 were both accessed north and Mount Mouaputa to the south. by the road approximately 150 meters from Approximately twenty meters from the mouth the left bank of the Mahaerua; a tall brick wall Table 1: Abiotic characteristics of study sites. Measurements were made from mid-October to mid- November 2006. Ru=run, Ri=riffle, P=pool, S=step. Opunohu data was collected by Resh et al. (1990) Site MM1 MM2 MM3 PV1 PV2 PV3 Reach length 50 25 12.5 50 25 12.5 pH 6 6 6 6 6 6 Conductivity (uS/cm) 122.9-132.6 89.7 95.6 123.5 95.5 93.2 Salinity (ppt) 0.1 0 0 0.1 0 0 Turbidity (NTU) 5.7 2.25 8.64 1.6 3.62 1.62 Width (m) 7.1 2.2 2.5 5 7.6 2 Depth (m) .27-.62 .12-.45 .02-.18 .05-.15 .07-.76 0.25 Temperature in air/water (°C) 33/26.2 27/23.2 26/21.8 22/22 23/22 22/22.3 Elevation (m) 5 73 141 13 80 268 Distance from mouth (km) 0.109 1.5 2.19 0.03 0.94 2.29 Stream order 3 3 1 4 3 2 Morphology (%) 78Ru, 2Ri, 30Ri, 25P, 60Ri, 40S 35Ru, 30Ri, 45Ru, 20P 45S 65Ri 30P, 40S 25Ri, 30P Site VV1 VV2 VV3 AV1 AV2 AV3 Reach length 50 25 12.5 50 25 12.5 pH 6 6 6 5-6 6 7 Conductivity (uS/cm) 148 134.9 114.6 94.5 78.7 66.1 Salinity (ppt) 0.1 0.1 0.1 0 0 0 Turbidity (NTU) 3.94 2.43 2.4 2.8 7.8 3 Width (m) 2.5 3.5 2 3.6 3 2.7 Depth (m) 0.01 0.25 0.07 .07-.17 .08-.73 .1-.43 Temperature in air/water (°C) 33/25.5 29/24.1 27/23.5 26/24.4 25/23.7 25-22.9 Elevation (m) 11 75 190 1 50 311 Distance from mouth (km) 0.2 0.9 1.6 0.075 0.73 1.26 Stream order 4 4 2 2 2 1 Morphology (%) 45Ru, 55Ri 40Ru, 80Ri, 20P 40Ru, 20Ru, 30P, 70S 20Ri, 20P 60Ri 60Ri, 20P Site HV1 HV2 HV3 MPIV OIIA OI Reach length 50 25 12.5 -- -- -- pH 6 6 6 7.6 7.6 9.2 Conductivity (uS/cm) 128.1 119.4 115.1 120 120 113 Salinity (ppt) 0.1 0.1 0.1 -- -- -- Turbidity (NTU) 3.6 1.5 4.5 -- -- -- Width (m) 6.5 2.4 1.2 12 2 5 Depth (m) 0.01 .09-.25 .05-.17 0.5-1.0 0.2-0.3 0.001-0.3 Temperature in air/water (°C) 28/25.1 25/24.2 24/23 25/23 27/23 26/26 Elevation (m) 16 118 225 2 122 335 Distance from mouth (km) 0.02 1 2 0.4 3.1 4.0 Stream order 3 2 1 4 2 1 Morphology (%) 40Ru, 60Ri 50Ru, 40Ru, -- -- -- 20Ri, 30P 20Ri, 40 P it intersects the Nuuati, entering the Pacific upstream side of the bridge on the road Ocean as a fifth-order stream.
Recommended publications
  • Geomorphic Classification of Rivers
    9.36 Geomorphic Classification of Rivers JM Buffington, U.S. Forest Service, Boise, ID, USA DR Montgomery, University of Washington, Seattle, WA, USA Published by Elsevier Inc. 9.36.1 Introduction 730 9.36.2 Purpose of Classification 730 9.36.3 Types of Channel Classification 731 9.36.3.1 Stream Order 731 9.36.3.2 Process Domains 732 9.36.3.3 Channel Pattern 732 9.36.3.4 Channel–Floodplain Interactions 735 9.36.3.5 Bed Material and Mobility 737 9.36.3.6 Channel Units 739 9.36.3.7 Hierarchical Classifications 739 9.36.3.8 Statistical Classifications 745 9.36.4 Use and Compatibility of Channel Classifications 745 9.36.5 The Rise and Fall of Classifications: Why Are Some Channel Classifications More Used Than Others? 747 9.36.6 Future Needs and Directions 753 9.36.6.1 Standardization and Sample Size 753 9.36.6.2 Remote Sensing 754 9.36.7 Conclusion 755 Acknowledgements 756 References 756 Appendix 762 9.36.1 Introduction 9.36.2 Purpose of Classification Over the last several decades, environmental legislation and a A basic tenet in geomorphology is that ‘form implies process.’As growing awareness of historical human disturbance to rivers such, numerous geomorphic classifications have been de- worldwide (Schumm, 1977; Collins et al., 2003; Surian and veloped for landscapes (Davis, 1899), hillslopes (Varnes, 1958), Rinaldi, 2003; Nilsson et al., 2005; Chin, 2006; Walter and and rivers (Section 9.36.3). The form–process paradigm is a Merritts, 2008) have fostered unprecedented collaboration potentially powerful tool for conducting quantitative geo- among scientists, land managers, and stakeholders to better morphic investigations.
    [Show full text]
  • Seasonal Flooding Affects Habitat and Landscape Dynamics of a Gravel
    Seasonal flooding affects habitat and landscape dynamics of a gravel-bed river floodplain Katelyn P. Driscoll1,2,5 and F. Richard Hauer1,3,4,6 1Systems Ecology Graduate Program, University of Montana, Missoula, Montana 59812 USA 2Rocky Mountain Research Station, Albuquerque, New Mexico 87102 USA 3Flathead Lake Biological Station, University of Montana, Polson, Montana 59806 USA 4Montana Institute on Ecosystems, University of Montana, Missoula, Montana 59812 USA Abstract: Floodplains are comprised of aquatic and terrestrial habitats that are reshaped frequently by hydrologic processes that operate at multiple spatial and temporal scales. It is well established that hydrologic and geomorphic dynamics are the primary drivers of habitat change in river floodplains over extended time periods. However, the effect of fluctuating discharge on floodplain habitat structure during seasonal flooding is less well understood. We collected ultra-high resolution digital multispectral imagery of a gravel-bed river floodplain in western Montana on 6 dates during a typical seasonal flood pulse and used it to quantify changes in habitat abundance and diversity as- sociated with annual flooding. We observed significant changes in areal abundance of many habitat types, such as riffles, runs, shallow shorelines, and overbank flow. However, the relative abundance of some habitats, such as back- waters, springbrooks, pools, and ponds, changed very little. We also examined habitat transition patterns through- out the flood pulse. Few habitat transitions occurred in the main channel, which was dominated by riffle and run habitat. In contrast, in the near-channel, scoured habitats of the floodplain were dominated by cobble bars at low flows but transitioned to isolated flood channels at moderate discharge.
    [Show full text]
  • Culvert Design Transportation & the Environment Conference December 3, 2014 Chris Freiburger – Fisheries Division - DNR Perched Piping
    Culvert Design Transportation & the Environment Conference December 3, 2014 Chris Freiburger – Fisheries Division - DNR Perched Piping Blockage Sediment What are we after? •Natural and dynamic stream channel •Passage of all aquatic organisms •Low maintenance, flood-resilient road Sizing & Placement of Stream Culverts The Stream Will Tell You! •Match Culvert Width to Bankfull Stream Width •Extend Culvert Length through side slope toe •Set Culvert Slope same as Stream Slope •Bury Culvert 1/6th Bankfull Stream Width •Offset Multiple Culverts (floodplain ~ splits lower buried one) (higher one ~ 1 ft. higher) •Align Culvert with Stream (or dig with stream sinuosity) •Consider Headcuts and Cut-Offs Dr. Sandy Verry Chief Research Hydrologist Forest Service Mesboac Culvert Design – 0’ • Match 3’ Bankfull width 6’ • Extend Culvert to side slope toe • Set on Channel Slope Set Slope Failure to set culverts on the same slope th as the stream (and bury them 1/6 widthBKF) is the single reason that many culverts do not allow for fish passage! Slope can be measured as: Slope along the bank (wider variation, than thalweg) Slope of the water surface (big errors at low flow or in flooded channels, good at moderate to bankfull flows) Slope of the thalweg (this, by far, is the best one) Measure a longitudinal profile to allow the precise placement of culverts. Precision Setting is the key to a fully functional riffle culvert installation At each point riffle 1. Bankfull riffle 2. Water surface Setting the elevation 3. Thalweg of the culvert invert True North Backsight upstream & riffle Benchmark downstream assures success! riffle riffle Measure Bankfull elevation, water surface elevation, and major thalweg topographic breaks (riffle top, riffle bottom, pool bottom), at each station, on the longitudinal profile 1997 LITTLE POKEGAMA CREEK PLOT 7 LONGITUDINAL 1003 1002 1001 1000 FT - 999 998 Bankfull elevation 997 ELEVATION 996 Slope = 0.0191 Water Surface elevation 995 Thalweg elevation 994 993 0 50 100 150 200 250 300 350 400 THALWEG DISTANCE-FT 1.
    [Show full text]
  • Influence of a Waterfall Over Richness and Similarity in Adjoining Pools Of
    Acta Limnologica Brasiliensia, 2010, vol. 22, no. 4, p. 378-383 doi: 10.4322/actalb.2011.003 Influence of a waterfall over richness and similarity in adjoining pools of an Atlantic Rainforest stream Influência de uma queda d’água sobre a riqueza e a similaridade de dois remansos em um rio da Mata Atlântica Biological LimnologyBiological Célio Roberto Jönck¹ and José Marcelo Rocha Aranha² ¹Avaliação e Monitoramento Ambiental, Centro de Pesquisas Leopoldo Américo Miguez de Melo, CEP 21941-915, Rio de Janeiro, RJ, Brazil e-mail: [email protected] ²Laboratório de Ecologia de Rios, Universidade Federal do Paraná – UFPR, Campus Palotina, Rua 24 de Junho, 698, CEP 85950-000, Palotina, PR, Brazil e-mail: [email protected] Abstract: Aim: The main goal of the study was to determine the effect of the Morato Fall in the richness and composition of the aquatic animal community; Methods: We compared faunal richness and similarity in four substrate samples from two pools separated by a waterfall in the Morato River, southern Brazil; Results: The richness was not significantly different, although the upstream pool had 72 taxa and the downstream one just 65. On the other hand, composition was poorly similar, just a 36.5% similarity between the two sites; Conclusions: That indicates a strong influence of the waterfall, mainly on organisms which spent its entire life cycle on the water, such as fish and small crustaceans. That allow aquatic insects, a group with airborne adult phase and, therefore, able to disperse up to the upstream pool, to evolve with less predatory pressure, becoming the top group in the food web of this environment.
    [Show full text]
  • Stream Restoration, a Natural Channel Design
    Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state.
    [Show full text]
  • 5.1 Coarse Bed Load Sampling
    University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 1997 The initiation of coarse bed load transport in gravel bed streams Andrew C. Whitaker The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Let us know how access to this document benefits ou.y Recommended Citation Whitaker, Andrew C., "The initiation of coarse bed load transport in gravel bed streams" (1997). Graduate Student Theses, Dissertations, & Professional Papers. 10498. https://scholarworks.umt.edu/etd/10498 This Dissertation is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. INFORMATION TO USERS This manuscript has been reproduced from the microfilm master. UMI films the text directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter free, while others may be from any type of computer printer. The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send UMI a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, charts) are reproduced by sectioning the original, beginning at the upper left-hand comer and continuing from left to right in equal sections with small overlaps.
    [Show full text]
  • Objective Identification of Pools and Riffles in a Human-Modified Stream System
    Middle States Geographer, 2002, 35:52-60 OBJECTIVE IDENTIFICATION OF POOLS AND RIFFLES IN A HUMAN-MODIFIED STREAM SYSTEM Kelly M. Frothingham and Natalie Brown Department of Geography & Planning, Buffalo State College 1300 Elmwood Avenue Buffalo, NY 14222 ABSTRACT: Pools have been defined as topographic lows along a longitudinal stream profile and riffles are topographic highs. Past research has shown pools and riffles are the fundamental bedforms in meandering streams and that channel cross sections in meandering channels exhibit varying degrees of asymmetry that coincide with these bed form features. Two indices that identify pool and riffle bed forms are the bed differencing technique (bdt) developed by O'Neill and Abrahams (1984) and the areal difference asymmetry index (A') (Knighton. 1981). The purpose of this research was to use these indices to objectively identify pools and riffles in three reaches of a human-modified stream. Geomorphological data were collected in two meandering reaches and one straight reach ofthe East Branch ofCazenovia Creek, NY. Between 16 and 19 cross sections were surveyed in each reach during summer low flow conditions. The bdt identified more bed forms in the meandering reaches versus the straight channelized reach (six and two bed forms, respectively). Results from the asymmetry' analysis indicated that more cross sections in the two meandering reaches were asymmetrical (71 and 73% ofthe cross sections) versus 47% of the cross sections being asymmetrical in the straight reach. Moreover, asymmetrical cross sections generally corresponded with pool bed forms identified by the bdt and symmetrical cross sections corresponded with riffle bed forms identified hy the bdt.
    [Show full text]
  • Re-Creating Meander Geometry Photo(S)
    Practice Title Re-creating meander geometry Photo(s) Greene County streams after their meander geometry was restored to the extent necessary to move sediment and flow without excess erosion or deposition (bottom photos). The proper meander geometry is determined through detailed stream assessment. Also, a diagram showing the typical position of pools and riffles within a meandering stream, and a few other stream meander geometry patterns (top). Summary of Practice The winding pattern of a river or stream is called its meander pattern. These meanders result in a longer channel with a lower slope. These curves slow down the water and absorb energy, which helps to reduce the potential for erosion. The velocity of a stream is typically greatest on the outside of a meander bend. The increased force of this water often results in erosion along this bank, extending a short distance downstream. On the inside of the bend, the stream velocity typically decreases, which often results in the deposition of sediment, usually sand and gravel. If you could look at the long-term history of a valley over hundreds or thousands of years, you would see that the stream has moved back and forth across the valley bottom. In fact, this lateral migration of the channel, accompanied by down cutting, is what has formed the valley. Success in stream management is based on working with the stream, not against it. If a reach of channel is suffering unusual bank erosion, down cutting of the bed, aggradation, change of channel pattern, or other evidence of instability, a realistic approach to addressing these problems should be based on restoring the system’s equilibrium.
    [Show full text]
  • Water Life: Riffles and Pools Stream Ecosystems Provide a Habitat Or
    Water Life: Riffles and Pools Stream ecosystems provide a habitat or natural environment for many diverse aquatic organisms and plants. A deeper look indicates each stream has a distinctive anatomy as each is composed of a series of pools, riffles and runs. Pools: An area of the stream characterized by deep depths and slow current. Pools are typically created by the vertical force of water falling down over logs or boulders. The movement of the water carves a deeper indentation in the stream bed. Pools are important because they can provide depth and still water. Riffles: An area of stream characterized by shallow depths with fast, turbulent water. The riffles are short segments of the stream where water flow is agitated by rocks. The rocky Adapted from: bottom provides protection from predators, food http://share3.esd105.wednet.edu/rsandelin/ees/Resources/Flowing%20water%20concepts.htm deposition and shelter. Riffle depths vary depending upon stream size, but can be as shallow as 1 inch or deep as 1 meter. The turbulence and stream flow results in high dissolved oxygen concentration. Run: An area of stream characterized by moderate current, continuous surface and depths greater than riffles. Runs are stretches of the stream downstream of pools and riffles where stream flow and current are moderate. The smooth surface allows for light to penetrate. Microhabitats: Habitats are the natural environment in which an organism lives. The distinguishing abiotic conditions of riffles, pools and runs result in specialized environments that are known as microhabitats. The abiotic conditions (dissolved oxygen, turbidity, light and temperature) of these microhabitats can influence which aquatic species can survive and reproduce at that given location and time.
    [Show full text]
  • Modeling Forced Pool–Riffle Hydraulics in a Boulder-Bed Stream, Southern California ⁎ Lee R
    Geomorphology 83 (2007) 232–248 www.elsevier.com/locate/geomorph Modeling forced pool–riffle hydraulics in a boulder-bed stream, southern California ⁎ Lee R. Harrison , Edward A. Keller Department of Earth Science, University of California, Santa Barbara, Santa Barbara, CA 93106, USA Received 2 May 2005; received in revised form 13 February 2006; accepted 13 February 2006 Available online 11 July 2006 Abstract The mechanisms which control the formation and maintenance of pool–riffles are fundamental aspects of channel form and process. Most of the previous investigations on pool–riffle sequences have focused on alluvial rivers, and relatively few exist on the maintenance of these bedforms in boulder-bed channels. Here, we use a high-resolution two-dimensional flow model to investigate the interactions among large roughness elements, channel hydraulics, and the maintenance of a forced pool–riffle sequence in a boulder-bed stream. Model output indicates that at low discharge, a peak zone of shear stress and velocity occurs over the riffle. At or near bankfull discharge, the peak in velocity and shear stress is found at the pool head because of strong flow convergence created by large roughness elements. The strength of flow convergence is enhanced during model simulations of bankfull flow, resulting in a narrow, high velocity core that is translated through the pool head and pool center. The jet is strengthened by a backwater effect upstream of the constriction and the development of an eddy zone on the lee side of the boulder. The extent of flow convergence and divergence is quantified by identifying the effective width, defined here as the width which conveys 90% of the highest modeled velocities.
    [Show full text]
  • The Applicability of the River Continuum Concept to the Upper Reaches of a Neotropical Lower Montane Stream
    AMERICAN JOURNAL OF UNDERGRADUATE RESEARCH VOL. 9, NO. 1 (2010) The Applicability of the River Continuum Concept to the Upper Reaches of a Neotropical Lower Montane Stream Nicholas Skaff Department of Biology Tufts University Medford, Massachusetts 02155 USA ABSTRACT The applicability of the River Continuum Concept (RCC) to the upper reaches of Quebrada Máquina, a lower montane stream in Monteverde, Costa Rica, was examined. Macroinvertebrate samples were taken from ten points along the stream from first through fourth order segments. The families of the collected individuals were then categorized based on functional feeding group. The similarity between the families found at each collection point was calculated, along with correlations between the functional groups and various stream characteristics. In most cases, RCC predictions did not apply to Quebrada Máquina. The first (first order) and last (fourth order) sample points were 92% similar despite RCC predictions of substantial divergence in relative functional group abundance. This digression from the RCC predictions may be caused by the relatively few differences in stream characteristics between first and fourth order sections. Specifically, the observed similarities and correlations may have been determined by local scale heterogeneity of the stream characteristics. I. INTRODUCTION first order. Its mergence with another first order stream forms a second order and the Dynamic abiotic and biotic coalescence of two second order streams interactions in pristine river ecosystems are produces a third order and so on [2]. The extremely consistent due to the predictable RCC generally accounts for river orders biological responses to the physical ranging from one to twelve [3]. components [1].
    [Show full text]
  • The River Continuum Concept
    PERSPECTIVES The River Continuum Conce~tl Stroud Water Research Center, Academy of Natural Sciences of Philadelphia, Avondale, PA 1931 1, USA Department of Biology, Idaho State University, Pocatello, ID 83209, USA Weyerhouser Corporation, Forestry Research, 505 North Pearl Street, Centralist WA 98531, USA Ecosystems Department, Battelle-Pacific Northwest Laboratories, Richland, WA 99352, USA VANNOTE,R. L., G. W. MINSHALL,K. W. CUMMINS,J. R. SEDELL,AND C. E. CUSHING.1980. Tab . ..,.--.T Fir . -.C~ri 37: 1s137. From headwaters to mouth, the physical variables within a river system present a con- tinuous gradient of physical conditions. This gradient should elicit a series of responses within the constituent populations resulting in a continuum of biotic adjustments and consistent patterns of loading, transport, utilization, and storage of organic matter along the length of a river. Based on the energy equilibrium theory of fluvial geomorphologists, we hypothesize that the structural and functional characteristics of stream conununities are adapted to conform to the most probable position or mean state of the physical system. We reason that producer and consumer communities characteristic of a given river reach become established in harmony with the dynamic physical conditions of the channel. In natural stream systems, biological communities can be characterized as forming a temporal continuum of synchronized species replacements. This continuous replacement functions to distribute the utilization of energy inputs over time. Thus, the biological system moves towards a balance between a tendency for efficient use of energy inputs through resource partitioning (food, substrate, etc.) and an Can. J. Fish. Aquat. Sci. 1980.37:130-137. opposing tendency for a uniform rate of energy processing throughout the year.
    [Show full text]