Tesis sobre el tema "Fishways"

Abstract Fishways are hydraulic structures designed to dissipate the energy of flowing water in order to decrease water velocities and increase water depths. The history of fishways is long, the first written remarks date back to the 17th century. Fishway hydraulics, however, have been intensively studied only starting since the 1980's. Fishways have been classified into three main categories according to their hydraulic characteristics: pool-and-weir, vertical slot, and Denil fishways. Fishways are hydraulically complex structures, and thus designing tools for different fishway types have been developed. In this report, a new designing procedure has been established, and equations for each main fishway type have been suggested. In addition, flow conditions below different fishway types have been examined, and velocity distributions at weirs with V-shaped crests in both pool-and-weir fishways and at a single weir have been compared in different discharges and drops. Fishway flows have been compared with flows over single weirs.

Thesis (M.S.)--Montana State University--Bozeman, 2005.
Title from PDF t.p. (viewed on July 4, 2006). Chairperson, Graduate Committee: Tom McMahon. Includes bibliographical references (leaves 46-48).

Fish passage through culverts is an important component of road and stream crossing design. Although no comprehensive inventory of the number of culverts on fishbearing streams in the United States is available, there is an estimated 1.4 million streamroad crossings. The most common physical characteristics that create barriers to fish passage include excessive water velocity, insufficient water depth and large outlet drop heights. Over the past decade, interest in the effect culvert barriers have on aquatic systems has grown; accordingly, various passage assessment techniques have been used to determine whether a structure is a barrier and to what degree (its “barrierity”). Recent research has shown that determining the barrierity of a culvert is not trivial, and that different methods are often not congruent in their classification of “barrierity”. The purpose of this research was to investigate the effect of velocity on fish passage in great detail by: testing the use of computational fluid dynamics (CFD) for estimating the 3-D velocity field through a culvert; quantifying velocity diversity through culverts for a range of flows; characterizing the energy expenditure paths through a culvert and identifying the passageways Yellowstone cutthroat trout used to successfully negotiate passage; and developing and testing a new barrier assessment method. The research was done, in part, by studying fish passage through culverts in Mulherin Creek, an important spawning tributary for Yellowstone cutthrout trout migrating from the Yellowstone River. Comparisons between predicted and observed velocities show 86% and 82% of variation in the observed velocity data were explained by the CFD model, for flow rates of 1.44 m3/s and 0.87 m3/s, respectively. The diverse velocity field through the culvert barrel created a range of energy expenditure paths through the entire culvert length. Fish movement observations showed successful passage only for trout seeking and using the minimum energy path created, in part, by the skew between the upstream channel and the culvert. This research investigated a new hydraulic approach to assessing barriers that uses the 3-D velocity field. Comparisons between estimated passage and measured passage show the 3-D method most accurately indicated passability compared to a 1-D method.

One way culverts become barriers to the upstream movement of fish is by creating excessive velocities exceeding a fish's swimming ability. FishXing, a common tool for indirectly assessing fish passage, uses fish swimming ability information with one-dimensional culvert hydraulics to predict barrier status of culverts. However, since fish swimming ability data is scarce for many fish species, predictions of a culvert's barrier status can be inaccurate and overly conservative, possibly leading to misclassification or uneconomical design. Additional fish swimming ability research is necessary to strengthen these models. The primary goal of this study was to determine the effects of different swimming ability algorithms on velocity barrier flow rates predicted by one-dimensional culvert hydraulics models. A one-dimensional culvert hydraulics model was created in Visual Basic. This model was designed to mimic FishXing's fish swimming algorithm, or use more complex fish swimming algorithms. Three diverse test culverts were selected to show how varying culvert properties (length, geometry, flow regime, and embedment) influences which fish swimming ability algorithm most affects the predicted velocity barrier flow rate. A "test fish" was designed based upon fish swimming ability literature. Each culvert was subjected to six tests, each testing the sensitivity of a particular fish swimming algorithm. This study determined that for different types of culverts, different components of fish swimming ability algorithms substantially affect the velocity barrier flow rate. The study needed only three test culverts to show that accurate quantification of the fish species' burst speed, burst duration, the burst speed/duration relationship, prolonged swimming speed, and constant deceleration time from burst to prolonged speed is necessary to model diverse fish passage situations. This study also showed that if a fish has a substantial deceleration time, a constant deceleration is probably sufficient to model it. In the future, if programs like FishXing adapt to include deceleration in fish swimming models, constant deceleration is an adequate addition. With this analysis, fish swimming ability variables substantially affecting fish passage were determined. The study can be used to guide further research so swimming ability studies can gather swimming data that is most crucial to predicting fish passage.

Fishways are devices that are increasingly being used worldwide to assist aquatic biofauna to migrate through man-made barriers such as weirs and large-scale dams that are used for water storage, electricity generation etc. and have a negative impact on both the upstream and downstream movement of aquatic organisms. Fishways are usually low gradient channels with evenly placed chambers which allow such migrating aquatic species minimal stress on their passage over these barriers. Despite the existence of national and regional policies for their provision, their construction has often been inhibited through a lack of local assessment of the available designs, and use of ineffective international designs. As part of a larger national research programme, sponsored by the Water Research Commission, to develop a protocol for fishway design and implementation, this study sought to investigate the suitability of vertical slot and sloping baffle designs to assist the migrations of juvenile catadromic fish species in the ebb and flow region of rivers in the Eastern Cape, South Africa. These fishways were initially tested under controlled conditions at the Experimental Fish Farm at the Department of Ichthyology and Fisheries Science, Rhodes University using various fish species. Using the performance data thus collected they were then installed and monitored in the field for the catadromic Myxus capensis (freshwater mullet) and Monodactylus falciformis (cape moony) migrations during March and November of 2005 at the Kowie River ebb and flow weir. The laboratory tests showed that there was a significantly higher level of migration success in the vertical slot compared with the sloping baffle fishway under all conditions (F=82.157; p<0.001). There was, however, a slow decline in levels of success with increased discharge in the vertical slot fishway. This was in contrast to the sloping baffle design where success increased as discharge increased at a steep gradient (F=74.894; p<0.005). The level of success with the M. capensis was related to the size of the fish for both systems with success increasing from the small to the large fish (F=17.755; p<0.001). For the M. falciformis higher levels of success were found to occur in the vertical slot fishway compared to the sloping baffle fishway (F=11.792; p<0.00086), with no significant differences being found with an increase in discharge. Field data indicated similar trends with higher migration success using the vertical slot fishway. M. capensis were better able to negotiate both devices compared to the M. falciformis and overall levels of success were higher for both species in the field than under laboratory conditions where the migration urge may have declined.

När ett vattendrag regleras genom byggnation av dammar och vattenkraftverk skapas hinder, även så kallade vandringshinder för fiskar och andra vattenlevande organismer. Genom att bygga en fiskväg möjliggörs åter denna vandring. På senare år har det blivit vanligt att anlägga fiskvägar på ett naturligt sätt. Den senast framtagna metoden för att anlägga naturliga fiskvägar är att bygga ett så kallat inlöp. Inlöpet uppförs genom att en del av en damm skiljs av med hjälp av en skiljevägg som ansluts mot befintlig dammkonstruktion. Skiljeväggen kan utföras på flera sätt, ett av dess är genom att driva ner en kontinuerlig stålspont. Syftet med examensarbetet är att undersöka möjligheten att uppföra ett inlöp med hjälp av en tät kontinuerlig konsolspont av stål, i anslutning till befintlig dammkonstruktion. Målet med examensarbetet är att öka kunskapen vid användning av kontinuerlig stålspont för byggnation av fiskvägar i anslutning till befintliga dammkonstruktioner.

Master of Science
Department of Biology
Keith B. Gido
Fishways are a common tool for mitigating the effects of habitat fragmentation on fish communities, but their utility in low-gradient, sand-bed rivers of the Great Plains is not well studied. The Lincoln Street Fishway on the Arkansas River became operational in 2015 and was built specifically to pass small-bodied threatened fishes. We used a combination of surveys up-and downstream of the barrier and tagging experiments to test the ability of fishes to move into and through the fishway. Differences in fish community structure up- and downstream of the dam were more pronounced prior to the construction and operation of the fishway. In particular, Emerald Shiner Notropis atherinoides was absent from collections upstream of the dam before fishway construction, but commonly collected upstream in 2015 and 2016 surveys. Surveys within the fishway structure revealed 29 species, or 74% of the total species captured during our study were using the fishway. To further quantify fishway passage, we used a VIE experiment to assess if fish marked downstream of the fishway moved into or upstream of the fishway. Although we did not recapture marked fish upstream of the fishway, some marked individuals moved into the fishway. Finally, we conducted a PIT tag experiment to evaluate short distance movements within the fishway for three species of small-bodied minnow and were able to document upstream movement across a gradient of flows through the fishway. Results from our study illustrate the potential for fishways to mitigate the effects of habitat fragmentation on small-bodied fishes in sand-bed rivers.

Abstract In this thesis, I examine two important aspects surrounding salmonid reproductive ecology, namely: (i) the problems with passing obstructions during migratory spawning runs and (ii) how the early life stages in boreal streams are influenced by increased levels of fine-grained particulate matter from drained peatlands. These aspects are not only critical to salmonid reproductive success but have grave implications regarding environmental quality and species conservation. Spawning runs can be re-established by constructing fishways at obstructions but the efficiency of fishways depends on several factors. The passage of multi-sea-winter salmon was enhanced in the Isohaara fishway by increasing its water flow and by creating a small waterfall at the entrance. The fishway, which consists of vertical slot and Denil sections, proved to be unsuitable for most freshwater fish, whitefish and river lamprey, whereas salmonids, once they had entered, successfully negotiated the fishway. In fishway design, the migratory behaviour and the demands of the species of interest should be considered. For salmonids, priority should be given to the attractiveness of the fish entrance. When there is a migration corridor, the availability and the quality of spawning and rearing habitats has a major effect on the success of restoration projects. In the humic rivers studied, the survival of incubated brown trout eggs was lower in riffles susceptible to increased levels of fine-grained particulate matter from drained peatlands. Additionally, an increase in the Fe content of high molecular weight dissolved organic matter followed by its precipitation and sedimentation was proposed to be involved. Correspondingly, the recapture rates of stocked yearling salmon were lower in the affected riffles, individual salmon being smaller and thinner and having less food in their stomachs than reference salmon. Based on these results, it seems probable that peatland drainage, by influencing the incubation success of salmonid embryos and the foraging, growth and survival of juveniles, eventually affects the number and quality of smolts produced. In future, such water pollution control measures should be implemented that would enhance the success of natural spawning and help ensure environmental quality.

Syftet med denna uppsats är att undersöka huruvida fiskvägar förbi vattenkraftverket vid Finsjö i Emån fungerar eller inte. För att finna svar på den frågan har två olika metoder använts, dels telemetrisändare för att se om fiskar hittar fram till fiskvägarna (attraktionseffektivitet) och dels PIT-tags för att mäta om fiskarna lyckas passera genom fiskvägarna (passageeffektivitet). Undersökningen fann att det var en högre passageeffektivitet, 89 % vid nedre Finsjö och 100 % vid övre Finsjö, i Emån jämfört med andra liknande studier. Attraktionseffektiviteten var 75 % vid nedre Finsjö och 59 % vid övre Finsjö, vilket tyder på att det finns något som stör fisken innan de når fram till fiskvägen, särskilt vid övre Finsjö.

The purpose of this paper is to determine the extent to which trout used fishways to swim past two power plants at Finsjö in River Emån. Two different methods of  collecting data were used, radiotelemetry to determine if fish find the fishways (attraction efficiency) and PIT-tags to measure the number of fish that passed through the fishways (passage efficiency). The study showed that passageefficiency, being 89 % at lower Finsjö and 100 % at upper Finsjö, was high compared to other similar studies. Attraction efficiency was 75 % at lower Finsjö and 59 % at upper Finsjö, which indicates that the fish have difficulty finding the fishway entrances, particularly at upper Finsjö.

Neste estudo foi determinada a velocidade crítica de natação (Ucrit) da boga-comum (Pseudochondrostoma polylepis Steindachner, 1865) e do escalo do Norte (Squalius carolitertii Doadrio, 1988). Estes ciprinídeos endémicos da Peninsula Ibérica foram testados num tanque de natação do tipo Brett, utlizando um procedimento padronizado de determinação do Ucrit. Das 80 bogas testadas o Ucrit médio (± D.P.) determinado foi 0.78 ± 0.15 m/s ou 3.74 ± 0.93 CT/s. Para os 72 escalos testados o Ucrit médio (± D.P.) foi 0.54 ± 0.1m/s ou 4.43 ± 0.72 CT/s. Foram encontradas diferenças significativas entre os Ucrit de ambas as espécies. No entanto, a análise comparativa do desempenho de natação das duas espécies, sugere que a relação entre o Ucrit e o tamanho dos indivíduos varia de forma semelhante com o aumento do comprimento do corpo para ambas as espécies. Comparações intraespecíficas entre o Ucrit e as seguintes variáveis – comprimento, sexo, condição corporal, índice gonadossomático – também foram avaliadas. O tamanho dos indivíduos influencia de forma determinante o Ucrit. Em contrapartida, o sexo, o factor de condição corporal e o índice gonadossomático, parecem não influenciar o desempenho natatório dos dois ciprinídeos testados, com excepção para S. carolitertii, onde foram encontradas diferenças significativas entre os Ucrit de ambos os sexos. O principal objectivo deste estudo é servir como informação de base na definição dos perfis de velocidade nas passagens para peixes. A informação reunida neste estudo, se utilizada correctamente, permitirá melhorar a eficiência das passagens de peixes que são utilizadas por estas espécies durante as suas migrações. – ABSTRACT: Critical swimming speed (Ucrit) was determined for the Iberian nase (Pseudochondrostoma polylepis Steindachner, 1865) and for the Iberian chub (Squalius carolitertii Doadrio, 1988) two endemic cyprinids of the Iberian Peninsula. Fish were tested in a Brett’s type swimming tunnel, using a standard Ucrit procedure. From a total of 80 nases tested, the mean (± S.D.) Ucrit observed was 0.78 ± 0.15 m/s (c. 3.74 ± 0.93 bl/s). The 72 chubs tested presented a mean (± S.D.) Ucrit of 0.54 ± 0.1m/s (c. 4.43 ± 0.72 bl/s). Significant differences were found between the Ucrit of these species in terms of interspecific comparisons. However, the analysis from the comparison of the two species swimming performance suggests that the relation between the Ucrit and size of the individuals varies similarly with the increasing body length on both species. Intraspecific comparisons between the Ucrit and the following variables – size, gender, factor, gonadossomatic index – were also accessed. Size of individuals influences their Ucrit. Conversely, the gender, the condition factor and the gonadossomatic index apparently do not influence the swimming performance of the two cyprinids tested, exception made for the S. carolitertii where significant differences between the Ucrit of both sexes were found. The prime output of this study is to serve as baseline information in the definition of the water velocity criteria in fish ways and culverts. If properly used, the information gathered in this study will improve the passage efficiency of the fish ways negotiated by these species during their migrations.

A procura de água conduziu à necessidade do represamento do recurso e à construção de barragens e açudes que comprometem a conetividade longitudinal e as movimentações das populações de peixes migradores. Este efeito pode ser mitigado pela construção de Passagens para Peixes (PPP). O presente estudo, realizado no âmbito do Programa de Monitorização da Passagem para Peixes do Açude-Ponte de Coimbra, entre Janeiro e Junho de 2013, pretendeu otimizar a metodologia de contagem visual dos peixes que utilizam o dispositivo e relacionar essa utilização com variáveis abióticas. A utilização da PPP por parte das espécies diádromas foi sobretudo regulada pelo caudal. Para as espécies potamódromas, além do caudal outros preditores foram identificados como a temperatura e a turbidez. O pico de utilização da PPP foram os meses de Março e Abril para a lampreia-marinha, Abril e Maio para o sável, savelha e barbo do Norte e entre Janeiro e Abril para a boga-comum; ### ABSTRACT: Monitoring of Açude-Ponte fishway in Coimbra: Optimization of counting methodology. Water demand has led to the need of the impoundment of the resource and the construction of dams, that compromise the longitudinal connectivity of the rivers, impacting the populations of migratory fish. This effect can be mitigated with the construction of fishways. This work, that was performed under the monitoring of the Açude-Ponte fishway in Coimbra, and between January and June of 2013, was intended to optimize the methodology of visual counting of the fish, and relate this pattern of use with abiotic variables. The use of the fishway by the diadromous species was mainly regulated by the flow. For potamodromous species, in addition to the influence of flow, other predictors were identified, such as temperature and turbidity. The peak use of the fishway occurred in March and April for the sea lamprey, April and May for allis shad, twaite Shad and Iberian barbel and the period between January and April for Iberian nase.

Os mecanismos de transposição de peixes (MTP) são estruturas ou sistemas que possibilitam a migração da ictiofauna entre as partes de jusante/montante/jusante de uma barragem. As escadas para peixes representam um dos tipos de MTP mais conhecidos no mundo e apresentam diversas configurações geométricas. A escolha do tipo de escada deve atender às características natatórias dos peixes selecionados para transporem o obstáculo. Para algumas espécies, como o salmão, já se conhecem geometrias adequadas, entretanto, para a maioria das espécies isto não ocorre e muitos projetos têm demonstrado desempenho insatisfatório. No Brasil, encontra-se uma imensa diversidade de espécies de peixes, cujas características natatórias diferem em muito das apresentadas pelos salmonídeos. Este fato, associado à crescente exigência da implantação de MTP nos barramentos, através de leis estaduais ambientais, torna necessária a definição de estruturas adequadas à ictiofauna brasileira. A validação dos critérios de projeto passa, obrigatoriamente, por estudos que avaliem as características hidráulicas das estruturas propostas e a interação do fluxo com os padrões natatórios da ictiofauna. O número de pesquisas relacionadas ao funcionamento hidráulico de escadas para peixes vem crescendo, entretanto ainda são insuficientes, não existindo um consenso sobre os critérios, seja para sua caracterização completa, seja para definir sobre quais parâmetros devem ser considerados. Os padrões de turbulência do escoamento em escadas para peixes, cujas características supõem-se relacionarem-se com o grau de aceitação ou rejeição das espécies, são praticamente desconhecidos. Neste trabalho realizou-se a caracterização hidráulica através do estudo experimental, de três tipos de escadas para peixes: (1) com ranhura vertical; (2) com descarregador de superfície e (3) com orifício de fundo. As estruturas foram construídas nos laboratórios do Instituto de Pesquisas Hidráulicas da Universidade Federal do Rio Grande do Sul – IPH/UFRGS e no Laboratório Nacional de Engenharia Civil – LNEC – Portugal. As seguintes medições foram realizadas: velocidades em três direções, em diferentes planos dos tanques, com velocímetros acústicos Doppler (ADV) e níveis de água da superfície livre com pontas linimétricas e réguas graduadas. Para a estrutura com ranhura vertical ainda foram medidas as pressões médias e suas flutuações, junto ao fundo do canal, com transdutores piezoresistivos. Para cada uma das estruturas realizaram-se ensaios com três descargas. Além de definidas as características médias do escoamento, os dados de velocidades, que passaram por um processo de aplicação de filtros sem substituição, possibilitaram a avaliação de parâmetros de turbulência, entre eles a energia cinética da turbulência, a intensidade da turbulência e as tensões de Reynolds. No modelo da escada para peixes com ranhuras verticais verificou-se que os parâmetros hidráulicos estão de acordo com estruturas similares da bibliografia, entre eles, coeficiente de descarga, vazão adimensional e coeficiente de cisalhamento. Os campos de pressão junto ao fundo refletem o comportamento da superfície livre do escoamento. Através do mapeamento das velocidades dentro do tanque da escada do tipo ranhura vertical, foi possível caracterizar as duas zonas de recirculação e a região do jato principal. Os máximos valores médios de velocidade encontram-se na seção da ranhura, não excedendo 1,00 m/s (no modelo). Além disso, foi possível reconhecer as regiões de maior energia cinética da turbulência que apresentaram valores de até 1000 cm2/s2 na região do jato principal, as quais coincidem com as zonas de maiores tensões de Reynolds da ordem de até 30 N/m2. A partir das velocidades médias e em função das velocidades de nado dos peixes obtidos na literatura, foi possível a identificação de locais que atuam como “barreiras” ao deslocamento de determinada espécie. A avaliação qualitativa do comportamento da trajetória dos peixes dentro dos tanques mostrou-se de acordo com a definição destas “barreiras” hidráulicas e com a avaliação do comportamento dos campos de energia cinética da turbulência e das tensões de Reynolds. No modelo da escada do tipo descarregador de superfície observaram-se as máximas velocidades médias sobre o descarregador, com valores de até 1,73 m/s. Verifica-se que na maior parte do tanque as velocidades médias não ultrapassam 40% da velocidade potencial. Foram encontrados valores de energia cinética da turbulência até 2000 cm2/s2, com valores na maior parte do tanque em torno de 200 cm2/s2. Quanto aos campos de tensões de Reynolds, têm-se, na maior parte do tanque, os valores entre −5 e 5 N/m2, sendo que na região do jato mergulhante, os valores chegam até 30 N/m2. Na escada com orifícios de fundo verificaram-se as maiores velocidades médias nos planos sob influência do fluxo principal proveniente do orifício. Não foi possível a medição da velocidade na seção da abertura, sendo que os valores medidos no tanque não ultrapassaram 50% da velocidade potencial. Os máximos valores de energia cinética da turbulência atingem até 2000 cm2/s2 junto ao fundo, enquanto na região central do tanque, o valor médio é um pouco inferior a 200 cm2/s2. Os valores de tensão de Reynolds encontram-se entre −30 e 30 N/m2, com a maioria das regiões entre −5 e 5 N/m2. Os valores máximos e médios de energia cinética da turbulência e tensões de Reynolds para os modelos com descarregador de superfície e com orifício de fundo encontram-se na mesma faixa. Isto indica que, sob o ponto de vista técnico, possivelmente o critério de escolha entre essas duas estruturas recai nas características da ictiofauna. A passagem com ranhura vertical permite a escolha da profundidade preferencial de nado. No entanto, nessa estrutura, verificase que as componentes médias e turbulentas, nas regiões de descanso, comparando-as com os valores máximos do jato principal, são superiores proporcionalmente, às observadas nas zonas de recirculação das outras duas estruturas. As informações biológicas disponíveis na literatura não permitem a definição de condições preferenciais em relação aos parâmetros de turbulência entre as estruturas aqui avaliadas. No entanto, as informações obtidas nesse trabalho indicam que a energia cinética da turbulência e as tensões de Reynolds podem ser indicativos da tolerância ou preferência dos peixes até certos níveis de turbulência.
Fish facilities are structures or systems that enable fish passage through dams or obstructions. Fishways represent one of the most common fish facilities types worldwide, presenting different geometries and designs. The choice and design of these structures must attend the fish swimming performance and biological characteristics. For some species, as salmon, there are defined designs that can be successfully applied, however, that does not occur for the majority of the species and many projects have showed unsatisfactory efficiency. In Brazil, there is an immense diversity of fish species, whose swimming characteristics are strongly different than the other known species like the salmons. This fact, associated with the increasing requirement of fish facilities implantation in dams, mainly through environmental State Laws, requires the definition of structures adapted to the Brazilian fish. The design criteria validation needs, necessarily, studies to evaluate hydraulic characteristics on structure proposals and the interaction of the flow with swimming abilities. The number of researches related to the hydraulic functioning of fishways is increasing, however they are still insufficient and there is not a consensus on the criteria, either for its complete characterization, either to define which parameters should be considered. The flow turbulence patterns in fishways, whose characteristics are assumed to be related with the degree of acceptance or rejection of the species, are practically unknown. In this study a hydraulic characterization was carried out through an experimental study, including three kinds of fishways: (1) with vertical slots; (2) with rectangular notches and (3) with bottom orifices. The facilities were set up in the Hydraulic Research Institute of the Federal University of Rio Grande do Sul (IPH/UFRGS) and in the National Laboratory of Civil Engineering – LNEC - Portugal. The following measurements were carried out: three-direction velocities, in a 3D-mesh in one pool of each structure, with Acoustic Doppler Velocimeters and water level of the free surface with a point gauge and scales. In the vertical slot fishway it was carried out complementary measurements of pressure in the bottom of the channel, with transducers. For each structure three discharges were tested. Besides defining the mean flow characteristics, the velocity time data, filtered (through a digital process) without substitution, allowed to analyze some turbulence parameters, as turbulence kinetic energy, turbulence intensity and Reynolds’ shear stresses. In the vertical slot fishway model it was verified that the hydraulic parameters are in agreement with similar structures of the literature, among them, discharge coefficient, adimensional discharge and friction factor. The bottom pressure field agrees with the behavior of the free-surface flow. Two recirculation zones and the area of the main jet were characterized through the velocities distribution inside the vertical slot fishway pool. The maximum mean velocity values were found in the slot section, not exceeding 1.00 m/s (in the model). Moreover, it was possible to recognize the areas with larger turbulence kinetic energy that presented values of up to 1000 cm²/s² in the main jet area, which correspond to the largest Reynolds’ shear stresses values of up to 30 N/m². Considering mean velocities data and fish swimming capabilities, it was possible to identify regions that are insurmountable by the fish. The qualitative approach of the fish trajectory inside the structure agrees with the insurmountable regions described through mean velocities and with the distribution of turbulence kinetic energy and Reynolds’ stresses. In the fishway model with rectangular notches, the maximum mean velocities were observed on the weir, with values of up to 1.73 m/s. In the major part of the pool, mean velocities do not surpass 40% of the potential velocity. Values up to 2000 cm²/s² for turbulence kinetic energy were found, with values in the major part of the pool close to 200 cm²/s². For Reynolds’ stresses, the major part of the structure works with values in the range of −5 and 5 N/m², and in the jet entrance pool region the values are of up to 30 N/m². In the fishway with bottom orifices the largest mean velocities were verified in the plans under influence of the main flow connecting consecutive orifices. The measurement of the velocities in the orifice section was not possible and the values measured in the pool did not exceed 50% of the potential velocity. The maximum values of turbulence kinetic energy reached up to 2000 cm²/s² close to the bottom channel, while in the central area of the pool, the mean value is lower than 200 cm2/s2. The values of Reynolds’ shear stresses are between −30 and 30 N/m2, with the major part between−5 and 5 N/m2. The maximum and mean values of turbulence kinetic energy and Reynolds’ stresses in the models with rectangular notches and with orifice are in the same range. It indicates that the choice between these two structures relapses in the fish swimming characteristics. The passage with vertical slot allows the choice of the swimming depth preference. However, in the resting areas of this structure, it is verified that the mean and turbulent components when compared with the maximum values of the main jet, are higher proportionally, to the ones observed in the recirculation zones of the other two structures. The biological information available in the literature does not allow the definition of preferential conditions in relation to the turbulence parameters among the structures here appraised. However, the information obtained in this work indicates that the turbulence kinetic energy and Reynolds’ shear stress can be indicatives of the tolerance or preference of the fish to certain turbulence levels.

L'étude de l'écoulement turbulent au sein des passes à fentes verticales est nécessaire afin d'améliorer ces dispositifs de franchissement contenant des barrières physiques aux mouvements migratoires des poissons. En effet, les études menées sur les passes existantes ont montré leurs limites pour permettre le franchissement des petites espèces de poissons avec des faibles capacités de nage. L'objectif de notre étude est d'adapter l'écoulement turbulent dans la passe aux capacités de nage des poissons. Des mesures de vitesse bidimensionnelle par Vélocimétrie par Imagerie de Particules (PIV) et les mesures de vitesse tridimensionnelle par Vélocimétrie Acoustique par effet Doppler (ADV) ont montré que les grandeurs cinématiques de l'écoulement au sein des passes existantes sont très importantes et donc affectent les capacités de nages des petites espèces de poissons. Une des stratégies pour répondre à ce problème est d'introduire des obstacles de forme cylindrique au sein des bassins de la passe à poissons. L'insertion de ces cylindres a pour objectif de réduire les quantités cinématiques de l'écoulement turbulent au sein de la passe afin d'adapter cet ouvrage au passage des petites espèces de poissons. Cette stratégie nécessite une méthode d'optimisation afin de trouver l'emplacement idéal des cylindres à partir de simulations numériques de l'écoulement (logiciel Star-CD)
The turbulent flow study in vertical slot fishway is necessary to improve this crossing device containing physical barriers to fish migration. Effectively, studies of existing fishways have shown their limits to ensure the crossing of small fish species with weak swimming abilities. The objective of our study is to adapt the turbulent flow to the fish species swimming abilities. The two-dimensional velocity measurements by Particle Image Velocimetry (PIV) and three-dimensional velocity measurements by Doppler Velocimetry Acoustics (ADV) have shown that the flow kinematic quantities within the existing fishways are very important next to the small fish species capacities. One of strategies to answer at this problem is to introduce obstacles with cylindrical shape in the fishways pools. The adjunction of cylinders is intended to reduce the kinematics quantities of the turbulent flow within the fishways in order to adapt this hydraulic structure to the passage of small fish species. This strategy requires an optimization method to find the ideal location of the cylinders from numerical simulations of the flow (Star-CD code)

Pacific lamprey (Entosphenus tridentatus), an endemic species to the Columbia River Basin, U.S.A, has experienced staggering decreases in returns to spawning territories in recent decades. As lamprey are threatened severely by a lack of passage at mainstem dams, lamprey specific passage structures have been designed and constructed to address the problem. The Cascades Island Lamprey Passage Structure (LPS) at Bonneville Dam is the longest and steepest structure of its type, following the addition of an exit pipe which allows lampreys to travel from the tailrace of the dam to the forebay. The intent of this study was to assess lamprey use of the structure and whether the structure hinders lamprey migration to subsequent dams. The study was carried out during the 2013 migration season. The study used three different treatment groups of lampreys released on five dates spanning the migration season (n=75 lamprey). Two of these groups (n=50), with different tagging methods, were released directly into the LPS to assess passage success, travel time, and tagging effect. The third group (n=25) was released into the forebay to test whether the structure impedes migration upstream. Fish were monitored via receiver arrays on the LPS and at dams on the river system. Overall passage efficiency was 74% (37 of 50 used the CI LPS successfully). Mean travel time to navigate the structure was 12 h. Fish size had no significant effect on travel time in the LPS. Water temperature had a significant effect on travel time in the LPS. There was no statistically significant effect of tagging on passage efficiency or travel time. The groups that used the LPS performed slightly better migrating upstream to the next dam than the group that bypassed the structure, but the difference was not significant. The groups that used the LPS traveled to more subsequent dams upstream than did the group that bypassed the LPS. It can be concluded that lamprey passed the structure successfully. Temperature (proxy for seasonality) had an effect on travel time in the LPS; however fish size and tagging had no effect. The LPS does not affect the ability of migrating lampreys to continue migration to subsequent dams. Such findings have important implications for management of lamprey in the region.

Den nationella planen för vattenverksamheter antogs år 2020 och innebär att vattenverksamheter ska förses med moderna miljövillkor för att öka vattenmiljönytta och att bibehålla den effektiva tillgången till vattenkraftsel. Emån som är ett Natura 2000-område är det största vattendraget i sydöstra Sverige och vattendraget är utifrån konnektiviteten klassificerat som måttlig. Högsby vattenkraftverk, som ligger i Emån och ägs av Uniper, ska omprövas utifrån miljövillkor enligt den nationella planen och idag har Högsby vattenkraftverk ingen fastställd minimitappning för sin anläggning. Målet med studien är att undersöka storleken på vattenflödet av minimitappningen som kan användas i den ursprungliga naturfåran i Högsby för att möjliggöra longitudinella spridningsmöjligheter i uppströms och nedströms riktning för de fiskarter som historiskt sett har kunnat vandra genom Högsby. En sektion i naturfåran är uppdämd av en tröskeldamm som bedöms vara den svåraste passagen i naturfåran med undantag från utskovsdammen. Metoden som används i rapporten är en endimensionell stationär modellering i HEC-RAS över den naturfåra som kan möjliggöra fiskvandring förbi vattenkraftverk. Två modeller har skapats – med och utan tröskeldamm. Utifrån resultatet är den högsta medelvattenhastigheten i sektionen nedanför tröskeldammen i båda scenarion, detsamma gäller medelvattendjupet.  De konnektivitetshöjande åtgärder som diskuteras är minimitappning och olika fiskvägar i naturfåran för att behålla den historiska forsmiljön som funnits. Både rivning av tröskeldamm och fiskväg runt dammen har diskuterats. Därutöver anses havsöring och lax vara fiskarter som med stor säkerhet har kunnat passera Högsby historiskt sett. Högsby är klass 1 i relativt reglerbidrag, vilket bör tas i beaktning vid bedömning av minimitappning. Det finns osäkerheter med modellen, såsom batymetri och randvillkor samt validering av modellen. Därför går det inte med säkerhet att säga att vattendjup eller vattenhastigheter stämmer överens med verkligheten. Slutsatsen är att det inte heller med säkerhet går att säga vilka fiskarter som historiskt sett har vandrat genom Högsby, inte heller en minimitappning kan fastställas som kan möjliggöra fiskvandring för alla fiskarter. Däremot kommer implementeringen av en fastställd minimitappning och fiskvägar öka konnektiviteten.
In 2020 the national plan for hydropower plants was implemented in Sweden. The national plan aims to increase the environmental standards for hydropower plants for the benefit of the water body and still maintain an efficient access to electricity originated from hydropower. Emån is the largest river in the south-eastern part of Sweden. The river a Natura 2000 area and it is classified as moderate based on connectivity according to environmental norm for rivers and water bodies. Högsby hydropower plant located along Emån is owned by Uniper and are included within the national plan, which indicate that it needs to meet the environmental standard. Högsby hydropower plant currently has no established minimum discharge. The aim of the study is to investigate a minimum discharge for the natural dry stream located in Högsby to enable higher connectivity for the fish species that have historically been able to migrate through Högsby.  The natural stream is downstream the spillway dam in Högsby. Within the stream a weir is considered to be the most difficult passage for fish migration, with the exception of the spillway dam. The method used in the report is a one-dimensional steady flow model in HEC-RAS for the natural stream to investigate the possibility for fish migration past the hydropower plant. Two scenarios have been considered – with and without the crest dam present. Based on the result from the model, the highest mean water velocity is the section below the weir for both scenarios and same applies to the mean water depth. Implementation of a minimum discharge and various fish ways in the natural stream is measures for increasing connectivity that are being discussed which would also maintain the rapids that has existed in the stream. The fish ways that have been discussed is based on the scenarios if the weir is present or not. The fish species that with great certainty have been able to migrate through Högsby historically is sea trout and salmon. Högsby hydropower plant have the highest classified regulation of the hydropower plants in Emån which need to be considered when determining minimum discharge.  There are a few uncertainties with the hydraulic model such as bathymetry and the boundary conditions. The model is not validated which means that the water depth and the velocity might not reflect the true values. It is not certain which fish species that have migrated through Högsby historically, nor can an established minimum discharge be said to enable fish migration. However, an implementation of a minimum discharge and the fish ways that have been discussed will increase the connectivity in Högsby.

Climate change and anthropogenic effects have vastly reduced Westslope Cutthroat Trout (Oncorhynchus clarki lewisi, WCT) habitat throughout their range, including the Colville National Forest in northeastern Washington where this study was conducted. Many native salmonid populations have declined in abundance since the early 1900s due to a variety of climate- and human-driven forces. Westslope Cutthroat Trout are especially sensitive to habitat loss or degradation and to climate change. Together, climate change, habitat degradation, and non-native salmonid invasions are contributing to increasingly fragmented WCT populations. Ongoing and predicted future warming trends are expected to further fragment these populations and isolate them in headwater stream reaches, with populations in the spatial margins of their distributions facing greater risk. Native salmonid populations are often separated or isolated by natural or artificial upstream migration barriers (i.e., waterfalls, culverts, etc.). Prior to continuing conservation and management actions targeting WCT, it is imperative to understand habitat requirements of this keystone species in fragmented areas. Field survey data were collected in the summer of 2015 on channel geomorphic characteristics and WCT presence/absence in 26 streams located in the Colville National Forest. A clear spatial separation was observed between Eastern Brook Trout (Salvenius fontinalis, EBT) and WCT above four culvert road crossings and the habitat in both of these areas was compared statistically to identify explicit differences. This dataset was also analyzed using logistic regression modeling to determine the best habitat predictors of the presence of isolated WCT populations existing upstream of these crossing. In general, stream habitat in the Middle and South Forks of Mill Creek had low large substrate, high fine sediments, and exhibited pool-riffle channel morphology. Pool habitat supporting isolated WCT was significantly smaller, in terms of volume and surface area, than pool habitat supporting sympatric populations of WCT and EBT, largely due to the headwater nature of channel units supporting isolated WCT populations. Additionally, due to the extreme drought conditions during 2015, stream flow was substantially diminished in the study area causing these reaches to be highly fragmented and largely disconnected from the rest of the stream channel. Fine sediments were generally higher in headwater reaches supporting isolated WCT, including in pools and riffles, which was unexpected, mainly because they exist above sediment delivery points in the longitudinal extent of the system. Logistic regression analysis indicated that the presence of isolated WCT populations was primarily positively associated with an increase in large wood and boulders, and negatively associated with increasing gravel, bedrock, habitat unit length, depth, and width (Significant x2, R2=0.174, misclassification rate = 14.9%, α=0.05). The final model correctly predicted 37.5% of isolated WCT presence observations and 96.5% of the WCT/EBT presence observations significantly better than by chance alone (k=0.81). This model, in fact, may be useful in identifying limited habitat due to the fragmented nature of the channel units supporting IWCT. Large wood and boulders were positively correlated to WCT presence, likely because both are important in the formation of pools and cascades. Channel unit length, width, depth, active channel width as well as gravel and bedrock substrates, were all negatively associated with WCT presence. This suggests that isolated WCT are primarily associated with small headwater cascades with complex shelter, which may provide greater thermal and predation refuge compared to shallow glide or large pool habitats. Future model analysis should include additional habitat variables such as water temperature, stream gradient, and species interactions to strengthen the prediction of Westslope Cutthroat Trout presence. Overall, I concluded that differences in stream habitat above and below blocking culverts are not driving Westslope Cutthroat Trout distributions in the study area due to confounding factors such as the presence of problematic barriers and small sample size. I also conclude that future conservation and management decisions specific to WCT should prioritize complex cascade habitat in headwater stream reaches because of the type and quantity of habitat they may provide, especially during severe drought or low flow conditions.

The role of fish in the Native American economy of the lower Columbia River has never been considered in detail. My study focused on the Columbia River from its mouth to the Cascades and the Willamette River from its confluence with the Columbia to Willamette Falls. For this study I asked: How was salmon used? What other fish were important? Where and how were these fish taken and used? To address these questions, I evaluated historical documents, including explorer's accounts and the administrative records of fur companies dating from the late 1700's through the 1850's. I used fishery data, physical descriptions, migratory and spawning habits, and foraging patterns to identify fish in historic accounts. I annotated historic information and provided a synthesis of the historic fisheries. White sturgeon (Acipenser transmontanus), eulachon (Thaleichthys pacificus) and chinook salmon (Oncorhynchus tshawytscha) dominated the trade. Chum (O.keta) and lamprey (Lampetra sp.) were available, although not traded in large numbers. White sturgeon, eulachon, fall chinook, chum and lamprey were smoke cured. Steel head (0. mykiss) , coho (O.kisutch), perch (Embiotocidae), and resident trout were traded in small numbers indicating that other fish were part of the economy. Sockeye. salmon (O.nerka) was not traded. f "~{.' Indians captured white sturgeon with: multiple hooks on set-lines and funnel nets to take white sturgeon during the winter; scoop nets and the eulachon rake took eulachon; spring and summer chinook were taken with hoop nets and platforms in the Cascades rapids and at Willamette Falls; gaffs were used to take chinook and sturgeon during the summer in Baker Bay; and hoop nets took fall chinook in streams. Seine nets were noted but not were not discussed except for the chinook fishery of Baker Bay. Historic information on fishes used and methods of capture contrasts with the archaeological record of the Portland Basin. Resident freshwater fish, minnows (Cyprinidae) and suckers (Catostomus sp.), are abundant in the archaeological faunal record, but are rarely mentioned in historic accounts. Artifacts such as net weights are common in archaeological contexts in contrast with the limited discussions in the historic record. Possible explanations for these discrepancies are reviewed.

Nature-like fishways are often constructed to restore connectivity in streams exploited for hydropower. They also have the potential to compensate for important habitats that have been degraded or lost. The aim of this thesis was to improve knowledge of the concept of nature-like fishway design, with special focus on their habitat compensation potential. This was done by comparing a nature-like fishway with four different habitat types, termed the biocanal, to six nearby natural reference creeks. In paper I the macroinvertebrate colonization of the biocanal was studied and the community composition was compared to that of the natural reference creeks. Furthermore, the potential for the biocanal to contain a diverse macroinvertebrate fauna was investigated. The results showed that the species composition of the benthic fauna in the biocanal was approaching that of the reference creeks and that the different habitat types in the biocanal contributed to the increased family diversity. In paper II the functional organization of the biocanal was studied using the functional feeding group approach. The results showed that after two years, the functional organization in the biocanal resembles that of the natural reference creeks.

The construction of dams and hydro-power stations are some of the most common anthropogenic changes of watercourses and rivers. While being important to humans and society by providing electricity, these obstructions of watercourses can have severe consequences for the aquatic ecosystems. One consequence is that dams often hinder the important movement of migrating fish species between habitats. This can lead to decline and even extinction of important fish populations. To prevent these negative effects, a number of different fish passage systems, including nature-like fishways, have been developed. Nature-like fishways mimic natural streams in order to function as a natural corridor for a wide range of species. Planning and construction of a nature-like fishway is a complex task that often involves many different interests. In the present study a combination of multi-criteria decision analysis and least-cost path analysis is used for determining the best location for a nature-like fishway past Strömdalen dam in Gavleån, Sweden. An anisotropic least-cost path algorithm is applied on a friction-layer and a digital elevation model, and the least-cost path for a nature-like fishway is determined. The results show that the method is useful in areas of varying topography and steep slopes. However, because low slope is a very important factor when constructing a nature-like fishway, slope becomes the dominating factor in this analysis at the expense of e.g. distance to roads. Combining the methods with results from biological studies of fish behavior and detailed hydrological modelling would provide a very strong tool for the planning of nature-like fishways.

Os Sistemas para a Transposição de Peixes Neotropicais são, ainda, temas multidisciplinares polêmicos envolvendo cultura ambiental, engenharia, biologia, ecologia, política e economia. Nesse universo de interesses, o econômico diverge do ambiental, principalmente no escopo dos investimentos corporativos em energia hídrica, nos quais a busca de lucros suplanta o compromisso ambiental, deixando o ônus à sociedade e irrelevando o bem renovável dos peixes nos ecossistemas aquáticos. Há um grande interesse corporativo nacional para mistificar e irrelevar as estruturas para passagens de peixes em barramentos de modo à desjustificá-las como alternativa de mitigação de impactos e assim não expandi-las, tornando-as não obrigatórias principalmente em empreendimentos existentes, em que pese às questões ictiológicas abertas e não esclarecidas que deveriam estar em grau de consistência e confiança mais desenvolvidas. Os Estudos de Impactos Ambientais e os relicenciamentos dos barramentos são os instrumentos para disciplinar os STP’s, mas deixam a desejar quando os empreendedores ou investidores são também os agentes que financiam os estudos. As agências licenciadoras contam com uns corpos técnicos inexperientes e susceptíveis a informações parciais e com forte empenho político e econômico. A concepção, projeto, manuseio de vazões, níveis, velocidades, potência do escoamento são de natureza hidráulica para as quais os engenheiros, atendendo as premissas biológicas dos peixes, são os agentes indicados para o tratamento dos sistemas para a transposição de peixes em barragens. Neste trabalho há as propostas para STP’s nacionais baseadas em de estudos de similitude tridimensional; a apresentação de recomendações e critérios baseados na experiência nacional além da proposta experimental de criadouros artificiais em reservatórios e afluentes simulando-se os baixios e lagoas marginais. Para que as informações contidas neste trabalho não sejam reproduzidas erroneamente: as dimensões do STP devem ser concebidas em função das espécies a serem transportadas, que variam segundo as variáveis ambientais locais. O projeto de um STP não pode ser padronizado, pois implicará em erros. Padronizar um STP é reduzir a técnica e a ciência a um padrão primário, tipo “Manual de Bolso”, o que não atenderia aos peixes, fadando a concepção ao insucesso.
The theme “Systems for Neo-tropical Fishes Transposition” is a multidisciplinary subject: it encompasses the fields of engineering, biology, ecology, politics, economy and environmental culture. It is also a polemic subject: in a broad range of interests, most of the time the economical overtake the environmental ones. This is especially true when corporative investments in hydroelectric energy are under consideration, where seek for profits supersedes the environmental commitments, leaving to the community the liability of endangering fish species’ renewal in aquatic ecosystems. In fact, there is a strong corporative interest, in the national context, to obstacle fish passage devices, not only for new dam structures, but also for the existing ones. Among the local entrepreneurs there is a tendency to mystify and underestimate fish passage structures, as a way to disqualify them as effective mitigative measures. The development of a “fish passages culture” in the country becomes even more difficult. Additionally, there are several non-clarified questions related to neo-tropical fish species; those issues should already be in a more developed consistency and soundness stage. Environmental Impact Assessments and existing dams Re-licensing Processes should play a disciplinary role for fish passage structures, but they usually fail when the investors and/or entrepreneurs are the ones who financially support those studies. Even worse, licensing agencies’ technical staffs frequently lack on reliable information and let themselves be guided by political and economical interests. The treatment of discharges, water levels, velocities, energy of flow, dimensions and layout or, in a broader sense, the conception and design of fish passage structures, should only be carried out by specialist engineers, with the invaluable supervision of biologists. The objective of this Thesis is the proposition of fish passage structures adapted to the conditions of Brazilian rivers and following the results of studies with reduced scale tri-dimensional models. Also some recommendations and criteria are presented, supported by the feedback from nationwide experience. Finally, a proposition is presented for the experimental implementation of artificial breeding farms along reservoirs and tributaries, where the conditions of swamps and peripheral ponds could be reproduced. The dimensions of the STP must be function of the species to be transponding, of this form its conception cannot be standardized, therefore it will imply in errors. To standardize a STP is to reduce the technique and science to a secundarista standard, Manual of Pocket, what it would not take care of to the fish, predestinateing the conception to failure.

Topic of Diploma thesis is „Reconstruction of the weir in the Brantice village.“ The theoretical part of their focus deals with the definition and putting patterns associa-ted with the design-ing reconstruction of the weir. In the practical part were made three proposals reconstructions of the weir, which are mathematically based, graphically pre-sented and discussed.

In many rivers, dams have interrupted the connectivity of migration routes for fish. While fishways can provide access between downstream and upstream habitats, it is important that passage can occur with minimal delay, energy expenditure, and physiological stress. The research presented here is based on investigations into fishway attraction and passage for the Gates Creek sockeye salmon (Oncorhynchus nerka, Walbaum) stock at the Seton River dam in British Columbia. The first part of this thesis examined the effect of changes in water discharge from the dam on the relationship between the physiological condition of sockeye and their behaviour in approaching the fishway entrance. Fish were caught and non-lethally biopsied under three normal operating discharge conditions at Seton River dam, and subsets of sampled fish were implanted with radio transmitters and released downstream of the dam. Indices of physiological stress and exhaustive exercise (e.g. plasma cortisol, glucose, lactate, osmolality and hematocrit) did not differ among the water discharge levels that were examined. Fish delayed in the tailrace below the fishway entrance significantly longer under intermediate discharge (19.9 h @ 12.7 m³s‾¹) than either the high discharge (9.3 h @ 15.8 m³s‾¹), or the low discharge (7.0 h @11.0 m³s‾¹;) conditions (P = 0.022, and P = 0.015, respectively). Delay time was similar under high and low discharge conditions (P = 0.617), and passage success was found to be independent of discharge (P = 0.356). The second part of this thesis investigated how prior physiological condition and subsequent swimming energetics and behaviours effected fishway passage success. Fish were captured and biopsied, before being implanted with electromyogram (EMG) transmitters and released near the downstream entrance of the fishway. Very few differences existed between successful and unsuccessful fish in body size, initial plasma physiology and energy state, and mean swim speed and energy use during passage. However, plasma Na+ concentration was significantly lower in unsuccessful fish (P = 0.022), which is suggestive of a depressed ionic state for unsuccessful fish. Generally, fish did not employ burst swimming during successful or failed attempts at passage, indicating that failure was probably not related to metabolic acidosis.

Migrating freshwater fish population has been significantly declined, mostly by the obstruction of their migratory routes by hydropower dams. To diminish such impacts, fish ladders have been developed to facilitate the passage of migrating fish. However, fish ladders are associated with mortality and migratory failure, resulting in an ecological problem which has been a concern for years. The paper contained in the following pages focuses on studying the viability of an innovative modular design for a fish ladder developed by Fiskvägsteknik AB. The design is based in a vertical slot fishway (VSF) to which some roughness elements are attached to modify the flow. The aim of this bypass system is to restore the original biological continuity and diversity in the Swedish rivers, therefore solving a long-lasting ecological problem that hydroelectric production has caused over the years. Through a computational analysis, the flow has been evaluated as a function of the parameters that present an influence over its behaviour. First, a study of the changes in flow velocity influenced by four different slopes: 5 %, 10 %, 15 % and 20 %, has been performed with the objective to find an appropriate inclination according to the capabilities of the fish species considered. The lowest slopes have resulted to be the most appropriate ones, coinciding with low values of turbulent kinetic energy and lower flow velocities. The second step has been checking the effect of roughness elements on the bottom part of the structure tilted a 5%. The flow velocity has shown a considerable decrease, falling in the range of the fish swimming capabilities established. As for the streamlines of the flow, they were altered compared to the cases without the roughness elements.

Abstract Dam building for hydropower production, dredging for log floating and drainage of peatlands have massively affected migrating salmonid populations in Finland. Increased sedimentation and changes in hydraulic conditions have destroyed the majority of spawning and rearing habitats in freshwater brooks and dam building has stopped migration upstream at river mouths. This thesis examines the current state of drained forest brooks, possibilities for restoration and methods to assist migration in rivers used for hydropower. Drainage down to the mineral soil has caused massive erosion and sedimentation in headwater brooks. The surface layer of a sand bed is constantly moving, preventing vegetation growth, while shortcuts created during drainage increase flow velocity and reduce retention time. The cross-sectional and longitudinal profiles become homogeneous and biodiversity is severely reduced. A simple wooden brook restoration structure was developed in laboratory experiments. Fish migration problems past a hydropower dam and reproduction possibilities offered by a natural-like bypass channel were studied in the river Oulujoki, the mouth of which was blocked by a hydropower dam in the late 1940s. Public pressure for remedial structures has grown since then and was given a boost after a fishway was opened at Merikoski, in the river mouth, in 2003. This thesis examined the next dam upstream, Montta at Muhos, which was studied separately as a partial and sole natural-like bypass. A natural-like bypass can offer stable conditions for spawning and rearing and can be designed precisely, through water flow and habitat modelling, to match desired conditions. The most important section in a fishway is ultimately the entrance. Fishway discharge is often merely a fraction of whole river discharge and the attractivity of the entrance can be increased by pumping additional discharge to the lowest part of the fishway. The hydraulics of a twin-slot vertical slot fishway were studied here by laboratory flume testing and 2D water flow modelling. Water flow and habitat modelling proved to be good tools in designing partly natural-like bypasses. However, fish behaviour should be closely monitored in any natural-like fishways already built, in order to verify the results of habitat modelling
Tiivistelmä Jokien patoaminen vesivoiman tuotantoon, ruoppaaminen puunuiton helpottamiseksi sekä latvapurojen ojitukset metsän kasvun edistämiseksi ovat voimakkaasti vaikuttaneet vaeltavien lohikalakantojen vaellus- ja lisääntymismahdollisuuksiin. Muuttuneet hydrauliset olosuhteet ja lisääntynyt sedimentaatio ovat tuhonneet lohikalojen lisääntymisalueet ja patoaminen on katkaissut ylösvaelluksen lisääntymispaikoille. Väitöstyö koostuu viidestä artikkelista, joissa esitellään uusia menetelmiä ja ratkaisuja lohikalojen vaelluksen ja lisääntymisen ennallistamiseksi. Kaksi artikkelia keskittyy ojituksesta kärsivien latvapurojen nykytilaan, kunnostusmahdollisuuksiin sekä kunnostusrakenteen kehittämiseen. Paikoin ojituksen seurauksena on ollut massiivinen mineraalimaan eroosio ja hienon hiekan sedimentoituminen puroihin. Puroihin on kertynyt paksuja hiekkakerroksia, joiden pintakerros on jatkuvassa liikkeessä. Pintakerroksen jatkuva liike estää kasvillisuuden kasvamisen. Osittain ojitus on myös oikaissut puroja, jolloin virtausnopeudet ovat kasvaneet ja veden viipymä lyhentynyt. Purojen pituus- ja poikkileikkauksen vaihtelu ja biodiversiteetti ovat on vähentyneet huomattavasti. Laboratoriokokeissa kehitettiin yksinkertainen puusta rakennettava kunnostusrakenne hiekoittuneiden purojen kunnostamiseksi. Kolme artikkelia käsittelee Oulujokea, kalateiden suunnittelua ja kalatierakenteita. Vuonna 2003 rakennettu Merikosken kalatie kasvatti paineita kalatierakentamiseen Oulujoen muille voimalaitoksille. Erityisesti väitöstyö keskittyi Montan voimalaitoksen ohitukseen suunniteltuun kalatiehen, jota tutkittiin virtausmallinnuksen avulla kokonaan ja osittain luonnonmukaisena ohitusuomana. Luonnonmukainen ohitusuoma voidaan suunnitella toimimaan kutukanavan tyyppisenä uomana, jonka tarkoitus on tarjota vakaat virtausolosuhteet lohikalojen lisääntymistä varten. Virtaus- ja habitaattimallinnuksen avulla uoma voidaan suunnitella tarkasti haluttujen virtausolosuhteiden mukaisesti. Kalatien toimivuuden kannalta tärkeintä on että kalat löytävät kalatien sisäänkäynnin. Kalatien virtaama on usein vain murto-osa koko joen virtaamasta, joten sisäänkäynnin houkuttavuutta voidaan lisätä lisävettä pumppaamalla. Kaksirakoisen pystyrakokalatien hydrauliikkaa tutkittiin sekä laboratorio- että virtausmallilla

The hydropower industry has altered connectivity in many rivers during the last century. Many fish species depend on both an intact longitudinal connectivity to be able to migrate between spawning, feeding and winter habitats, and vertical connectivity for development and survival of incubating embryos and larvae in the gravel. The objective of this thesis was to examine problems and remedial measures associated with disrupted longitudinal and vertical connectivity in regulated rivers. The issue of longitudinal connectivity was studied in the River Emån by evaluating the efficiency of two nature-like fishways for anadromous brown trout. Telemetry studies showed that the combined efficiency for the two fishways in 2001-2004 was 60.5%. The passage efficiencies of both fishways were high for trout (89-100%), but also for other species such as chub, perch, tench, burbot and roach (74%). The attraction efficiencies were largely dependent on power plant operation, and generally high for the fishway situated next to the tail-race and low for the fishway situated inside the former channel. More than half of the trout spawners were also observed using the fishways for downstream passage. The densities of brown trout yearlings upstream of the fishways were higher after the fishways were built than during pre-fishway years. Smolts produced upstream of the fishways were observed migrating downstream in 2003-2005. The percentage of smolts that passed both power plants in was 51%, with losses being attributed to predation (15%), turbine-induced mortality (16%) and other reasons (18%). Turbine-induced mortality was higher (40%) at the power plant with four small Francis runners, than at the power plant with one large Kaplan runner (12%). The issue of vertical connectivity was studied in three rivers in Värmland, one unregulated, and two regulated, one of which had no minimum flow requirements. In the unregulated river, temporal patterns in hyporheic water chemistry correlated to variation in surface water chemistry and discharge as expected. In the regulated rivers, the hyporheic water chemistry showed little correlation to discharge or surface water chemistry. The intra-gravel water chemistry conditions for brown trout eggs were more favourable in the unregulated river, characterised by high oxygen levels, than in the two regulated rivers. The regulated river with no minimum flow requirements had critically low oxygen levels at the end of the incubation period.

Sistemas para a Transposição de Peixes são implantados para atenuar os efeitos negativos dos barramentos sobre os peixes migradores ou de piracema. No Brasil, como na maioria dos paises subdesenvolvidos, devido a fatores históricos, financeiros, políticos, institucionais e culturais desfavoráveis, há uma defasagem tecnológica quanto aos Sistemas para a Transposição de Peixes, pelo menos secular, com conseqüências imensuráveis ao ambiente e ao universo dos peixes. A importância dos nossos peixes fluviais, onde se destacam os migradores como os de maior interesse comercial e esportivo, é indiscutível. Assim, esta dissertação propõe-se a inventariar o "estado da arte" dos Sistemas para a Transposição de Peixes, isto é, conhecer as necessidades dos nossos peixes, estudar alternativas hidráulico-estruturais de transposição e, também, vencer as correntes retrógradas. Os estudos e projetos internacionais não devem ser aplicados indiscriminadamente para a realidade nacional, pois diferem quanto à diversidade dos nossos peixes, sob a pena de incorrer nos insucessos como os australianos africanos e os brasileiros. Nesta dissertação, após à introdução, há um breve relato sobre a importância entre as relações ecológicas e ambientais; relações entre os elementos vivos e o meio aquático e as interferências humanas; conhecimentos físicos e biológicos sobre os peixes; história, conceitos fundamentais e legislação sobre os STP's; estudos para viabilização de estruturas-tipo, em modelo reduzido e estudos futuros.
Fish Transponding System are usually adopted to mitigate negative effects of dam and reservoir construction on migratory fishes. In Brazil, as with most undeveloped countries, owing to historical, political, economical and cultural adverse factors, there is a centenary technological gap relating Fish Transponding System, which has caused unbearable consequences to environment and to the fish realm. The importance of our fluvial fishes, among which the migratory ones represent major commercial and sportive interest, is unquestionable. This dissertation intends to furnish information on the State of the Art in Fish Transponding System, to present native fish habits and needs, to compare hydraulic and structural transponding system types and, last but not least, to introduct a new way of facing and dealing with fish transponding problems, in a contribution to breaking the prevailing retrograde vision. This dissertation shows that international current projects and practices should not be adopted widespread to national reality, as they usually don’t match our fishes habits and needs; the adoption of those practices could lead to a project breakdown, according to some recorded Australian, African, and even Brazilian experiences. The work also presents a brief explanation on: ecological and environmental relations; living specimens, aquatic media and human actions; Fish physical and biological knowledge; history, basic concepts and legislation about FTS; considerations aiming to make feasible standard structures, reduced scale models and further investigations.

Les barrages sur les rivières sont des obstacles à la migration piscicole. Les passes à poissons sont des ouvrages permettant aux espèces piscicoles de migrer, autorisant le rétablissement de la continuité écologique des cours d'eau. Le but de ce travail est de mieux comprendre les phénomènes physiques présents dans les passes à poissons naturelles. Ces passes sont des canaux à forte pente, équipé de rangées de plots en quinconce. Pour valider la pertinence de l'utilisation d'un modèle numérique, l'étude s'est limitée à l'écoulement autour d'un cylindre émergent placé au centre d'un canal. Le travail est décomposé en deux parties, une expérimentale et une numérique. La partie expérimentale est conduite dans un canal transparent de 4m de long, 0,4m de large et 0,4m de hauteur. Le diamètre du cylindre est 4cm et sa hauteur 20cm (toujours émergent). Les cas étudiés sont des débits de 5, 10, 15 et 20 l/s pour une pente nulle. Les nombres de Froude sont supérieurs à 0,5 et les nombres de Reynolds, basés sur le diamètre, sont compris entre 15000 et 50000. Les écoulements ont été filmés et un algorithme de suivi de particules (PTV) a été développé. Des zones de faibles vitesses existent, même pour Fr=1, pouvant assurer des zones de refuge pour le poisson. Les forces de trainée ont été mesurées sur le plot. Les évolutions des coefficients de trainée avec le nombre de Froude et des rapports de forme de l'écoulement autour du plot ont ainsi été évaluées. La partie numérique est réalisée avec OpenFOAM pour 4 cas d'étude (Q=10 et 20 l/s, S=0 et 2%) et 2 modèles de turbulence URANS, le RNG k-epsilon et le k-omega SST. Des modélisations en 2D ont également été faites avec Telemac 2D. Les résultats obtenus ont été comparés aux résultats expérimentaux. La modélisation 2D (shallow water) est exploitable seulement pour des nombres de Froude faibles, d'où la nécessité des modélisations en 3D. Le modèle komega SST semble le mieux adapté pour reproduire les écoulements étudiés. Les vitesses locales et les structures en 3D, non quantifiables expérimentalement, ont ensuite été décrites. Les influences du fond et de la surface libre sur le sillage apparaissent clairement en provoquant des vitesses verticales et des tourbillons à grandes échelles. Enfin, une simulation en LES a été conduite. Les structures tourbillonnaires sont mieux représentées que pour les modèles URANS, mais les temps de calcul sont grands
The dams on rivers are fishes migration obstacles. The fishways are devices allowing the fishes to migrate, permitting the restauration of the ecological continuity. The aim of this work is to better comprehend the physical phenomena existing in the nature-like fishways. This kind of fishway is a high slope channel with staggered rows of blocks. To validate the relevance of the use of a numerical model, the study is limited to the flow around a single free surface piercing cylinder placed in the center of a flume. The work is in two parts, experimental and numérical. The experimental part is conducted in a transparent flume of 4m length, 0.4m width and 0.4m height. The cylinder diameter is 4cm and its height 20cm (always emerged). The studied cases are flow rates of 5 to 20 l/s for a flat bed. The Froude numbers are over 0.5 et the Reynolds numbers, based on the diameter, are in between 15000 and 50000. The flows were filmed and a particules tracking velocimetry (PTV) algorithm was developped. Slow velocities areas exist, even for Fr=1, allowing shelter zones for a fish. The drag forces were also measured. The drag coefficients evolutions with the Froude number and with the flow aspect ratio were estimated. The numerical part is done with OpenFOAM for 4 cases (Q=10 et 20 l/s, S=0 et 2%) and 2 URANS turbulence models, RNG k-epsilon and k-omega SST. 2D simulations are also carried out with Telemac2D. The results are compared with the experimental ones. The 2D modelisation (shallow water) is workable only for small Froude numbers, which justifies the 3D modelisation. The k-omega SST seems the most relevant to reproduce the studied flows. The local velocities and 3D structures, unquantifiable experimentally, were described. The bed and free surface influences on the wake are clearly shown leading to vertical velocities and big scale vorticies. Finally, a LES simulation was conducted. The vortex structures are better reproducted than the URANS simulations, but the computation times are significant

The thesis is concerned with the design of a flood protection for the Brantice municipality, a part of which is an adjustment of the Opava river stream bed, specifically kilometer 77,6554 to 78,7020 and, moreover, a design of a reconstruction of the weir at kilometer 78,340. A capacity assessment of the original stream bed in the built-up area and its surroundings is a part of the thesis, as well as a measure to increase the stream capacity and a design of a boulder chute with a water gate, which replaced the original weir. The program HEC-RAS 4.1.0. was used for the stream capacity calculations.

The diploma thesis focuses on the assessment of the current state of the Svratka watercourse and of the capacity of the existing objects on the course, which is partially modified in the solved locality and includes both – intravarian and extravarian areas of the town. Within hydrotechnical calculations, the 1D mathematical model HEC-RAS version 5.0.6 was used to determine the course of levels. The thesis focuses also on suitable design of flood protection measures on the river Svratka with protection for design flow Qn = Q20 = 28,6 m3 / s.

L'objectif de cette thèse est de caractériser l'influence de la présence d'obstacles dans les passes à poissons à fentes verticales. Deux types d'éléments sont couramment insérés, à l'heure actuelle, dans les passes : les seuils et les macro-rugosités. Dans un premier temps, l'effet de ces deux dispositifs à la fois sur l'écoulement et sur le comportement des poissons est étudié. Dans le but de favoriser le passage des petites espèces à travers le dispositif de franchissement, une solution technique est ensuite proposée, sous la forme de plusieurs rangées de cylindres flexibles placées en sortie de fente. La caractérisation du comportement hydraulique d'une passe à poissons équipée de ces obstacles est effectuée par des mesures expérimentales de niveau d'eau à l'aide de sondes acoustiques et des mesures de vitesses tridimensionnelles avec un vélocimètre acoustique à effet Doppler (ADV). La base de données générée par ces mesures est ensuite utilisée pour définir une loi de dimensionnement, qui prend en compte les paramètres influençant le fonctionnement hydraulique de l'ouvrage en vue d'améliorer sa conception. Les simulations numériques 3D instationnaires URANS et LES de l'écoulement permettent une analyse volumique fine des grandeurs caractéristiques de la turbulence qui règne dans les bassins en fonction du type d'obstacle inséré. En obstruant une partie de la fente, la présence d'un seuil accentue la tridimensionnalité de l'écoulement tandis que les macro-rugosités créent une zone de plus faible vitesses et des abris utilisables par les espèces de fonds. L'insertion des structures souples permet une meilleure dissipation de l'énergie du jet et réduit l'énergie cinétique turbulente dans une partie du volume des bassins. Les manipulations réalisées avec différentes espèces de poissons, permettent de mieux comprendre l'effet de la modification des grandeurs cinématiques de l'écoulement, par l'insertion d'obstacles, sur le comportement des poissons pour pouvoir adapter les passes à poissons existantes aux espèces dotées de faibles capacités de nage
The aim of this work is to characterize the influence of two kinds of obstacles, sills and macro-roughnesses, on the flow inside a vertical slot fishway (VSF) and the behavior of several species of fish. Another objective is to study a technical solution to allow the passage of small fish species, which take the form of flexible cylinders placed in the jet at the entrance of each pool of the VSF. A hydraulic characterization is made by experimental measurements of the water level in each pool with acoustic sensors and by measurements of three-dimensional velocity components with an acoustic Doppler velocimeter (ADV). The data acquired by these measurements are then used to define a predictive law that takes into account the presence of sills or macro-roughnesses, to help the design of devices that are as efficient as possible. Unsteady RANS and LES three-dimensional numerical simulations of the flow allow performing a careful volume analysis of the turbulence characteristics inside the pools when obstacles are presents in the flow. By obstructing a part of the slot, sills enhance the three-dimensionality of the flow while macro-roughnesses generate a low velocity layer and shelters for benthic species. Flexible elements produce a better dissipation of the energy of the jet and reduce the turbulent kinetic energy in a part of the volume of the pools. The effect of the modification of the flow kinematic properties, by the presence of obstacles, on the behavior of various fish species is evaluated. It provides important insights on how to adapt the flow in existing fishways to fish species with low swimming capacity

Aspen är en karpartad fiskart och lite är känt om dess ekologi, på rödlistan har den klassen nära hotad (ArtDatabanken 2012). I värmländska Glumman, en ca två mil lång övergödd å belägen väster om Väse, vandrar aspen upp på våren för att leka vid Väse kyrka där den enda kända lekplatsen i ån finns. Tre vandringshinder finns i ån varav det nedersta är beläget ca 500 m från den kända lekplatsen. Syftet med studien var att undersöka om asp som lyftes över det nedersta vandringshindret sökte sig till lekplatser högre upp i systemet och om de där lekte. Totalt radiomärktes tre asphanar varav två lyftes över det nedersta vandringshindret. Ingen av dem vandrade vidare uppströms för att undersöka möjligheterna till lek. Den asp som släpptes ut nedströms vandringshindret visade inte några tendenser på att vilja passera den kända lekplatsen och fortsätta mot vandringshindret. Leken skedde på det första lekområdet som aspen kommer till i Glumman. När aspen lämnat Glumman uppehöll de sig i sjön Panken. Den första aspen lämnade Panken efter 22 dagar, den andra efter 23 dagar, båda vandrade nedströms mot Vänern. Den tredje aspen var kvar i Panken vid studiens slut. En fiskväg förbi det första vandringshindret i Glumman skulle troligen inte vara det bästa sättet att gynna aspen på för tillfället.
The asp is a threatened cyprinid fish, of which little is known about its ecology (ArtDatabanken 2012). In Glumman, a nearly twenty kilometer long eutrophicated river located west of Väse in Värmland, asp migrate upstream for spawning in the spring to the only known spawning ground, located at Väse church. There are three migration barriers in the river, of which the lowermost is located about 500 m from the spawning ground. The purpose of this study was to investigate whether asp that were lifted over the lowermost migration barrier found their way to spawning grounds higher up in the system and if they spawned there. In total, two of three radio-tagged male asps were lifted above the lowermost migration barrier. None of them migrated further upstream, where they could explore opportunities for spawning. The asp that was placed downstream of the migration barriers did not swim upstream past the known spawning ground and continue to the migration barrier. Spawning occurred at the first spawning ground that the asps reached in Glumman. When the asps left Glumman they went into Lake Panken. The first one left LakePanken after 22 days, the second after 23 days and both migrated downstream towards LakeVänern. The third was still in LakePanken at the end of the study. A fishway at the lowermost migration barrier in Glumman is not likely the best way to help asp at the moment.

I Sverige finns cirka 2000 vattenkraftverk men endast 10 procent har någon form av omlöp eller annan lösning (Risinger, 2012). Nya, strängare regler håller nu på att införas. Sedan 2014 finns en gemensam strategi från Energimyndigheten och Havs- och vattenmyndigheten för åtgärder i svensk vattenkraft (Risinger, 2014). En godkänd fiskväg är ett av kraven.Särskilt den småskaliga vattenkraften (energitillförsel under 10 MWh enligt Risinger (2012)) drabbas. Deras intäkter står många gånger i proportion till energiproduktionen och därmed saknas ofta de ekonomiska förutsättningarna för en fiskväg. Vidare kommer en del av vattnet, och därmed potentiella inkomster, att gå förlorade. Den här undersökningen syftar till att utröna vad ett omlöp får för konsekvenser i form av effektförluster. Det är naturligtvis omöjligt att komma fram till ett universellt svar. Istället mäts förlusterna hos ett specifikt mindre verk som redan har ett omlöp: Åby vattenkraftverk som ägs och drivs av Växjö kommun. Metoden som används är traversering i kombination med hydroskopisk flygel. Sedan tidigare finns beräknade värden från kommunen för flödet i omlöpet. Dessa jämförs med undersökningens uppmätta värden. Undersökningen visar att vid normalt vattenstånd (165,13 MÖH) flödar 167 ± 10 l/s vatten genom omlöpet. Detta är ett 70 l/s större flöde i jämförelse med kommunens beräknade värde. Förklaringar till den skillnaden ges av mätfel då djupet mättes och att inloppet hade byggts om mellan kommunens beräkningar och utförda mätningar. Även den formel som användes då de beräknade värdena togs fram föreslås som en tänkbar felkälla. 167 ± 10 l/s innebär ett bortfall om 4,2 ± 0,3 kW potentiell effekt.
There are around 2000 hydropower plants in Sweden, but only 10 percent of them has a bio channel, fishway or equivalent solution (Risinger 2012). New, more strict rules are now about to be introduced. Since 2014 there is a mutual strategy from the two Swedish authorities ”Energimyndigheten” and ”Havs- och vattenmyndigheten”, which demands multiple actions from Swedish hydropower. (Risinger, 2014). An approved fishway is one of these.The small-scale hydropower plants (plants who produce less than 10 MWh according to Risinger (2012)) are especially affected from this. Their income is proportional to their production and therefore they’ll usually lack the economical ability to build a fishway. Furthermore, a part of the streaming water (which otherwise would equal income) will get lost. This study aims to decide the loss of effect a fishway causes. Of course, it is impossible to derive a universal answer. Instead the losses are measured at a specific smaller plant that already has a fishway: Åby hydropower plant that is owned and operated by Växjö municipality. Method being used is traversing in combination with a turbine flow meter. There are already calculated flows made by the municipality. These values will be compared with the measured values. The study shows that at a normal water level (165,13 m.a.sl) 167 ± 10 l/s of water is streaming through the fishway. This is a 70 l/s bigger flow in comparison with the municipality’s calculations. An explanation to this difference is given by measurement errors when the depth was measured, that the intake had been modified between when the calculations was being made and when the study’s measurements took place. Also, the formula being used for the calculated values is proposed as a possible source of error. 167 ± 10 l/s will result in a loss of 4,2 ± 0,3 kW potential effect.

University of Technology, Sydney. Faculty of Science.
In the last 100 years there have been dramatic declines in the range and abundance of native freshwater fish in south-eastern Australia. These declines have been attributed to habitat loss and degradation (including river regulation, water quality, erosion/siltation, instream cover and riparian vegetation), alien fish species, overfishing, and the obstruction of fish passage. In south-eastern Australia there are 86 species of freshwater fish and 36 of these have some migratory component of their life history that requires free passage along streams. The migrations of these fish in this region have been inhibited or prevented by the existence of more than 1500 dams and weirs. To mitigate this impact there are only 69 fishways. Most of these fishways are based on designs suitable for the swimming ability and behaviour of salmonids from the Northern Hemisphere. There are, however, no native salmonids in Australia. I assessed one of these salmonid fishways, at Euston on the Murray River, for its suitability for passing native fish. Fish were trapped at the top and bottom of the fishway over eight paired days. Although this fishway has one of the lowest slopes of the older fishways, and therefore potentially one of the easiest to ascend, very few of the fish that entered the fishway could get to the top. For example, 777 +/- 238 [x +/- s.e.] golden perch (Macquaria ambigua) per day entered the fishway but only 4 +/- 2 per day were collected at the top of the fishway. This and other data highlighted two points: i) the ineffectiveness of the salmonid-type fishways for native fish; and ii) assessing fishways by counting fish at the top only, although widely used throughout the world, is insufficient to assess the performance of a fishway. Counts of fish from the top of a fishway can, however, be useful to monitor fish populations over time. An excellent example of this is provided by long-term monitoring of the Euston fishway, which shows massive declines in the upstream movements of silver perch (Bidyanus bidyanus), Murray cod (Maccullochella peelii peelii) and Macquarie perch (Macquaria australasica) between 1940-45 and 1987-90, indicating corresponding declines in the populations of these species. The failure of salmonid fishways for non-salmonid fishes has been a common experience throughout the world. It stems partly from a lack of knowledge of the migratory patterns of non-salmonid fish, and from a lack of quantitative experimental research into the swimming ability and behaviour of these fish in fishways. To redress this situation for south-eastern Australia, I tested fish in experimental fishways in a hydraulics laboratory. The fishway design tested was the vertical-slot fishway, which is a pool-type fishway where water flows between each pool via a vertical slot. The design was considered to potentially suit the hydrology of Australian rivers and the behaviour of native fish. For these experiments I selected fish species and life stages representative of the migratory fish fauna of the two major drainages of south-eastern Australia. For the south-eastern coastal rivers I chose juvenile Australian bass (Macquaria novemaculeata)[mean lengths of 40, 64 and 93 mm] and barramundi (Lates calcarifer) [43 mm]. These two species are catadromous, with the adults migrating downstream to the estuary to breed and the juveniles migrating upstream. For the large inland Murray-Darling river system I chose adult golden perch (Macquaria ambigua) [441 mm] and silver perch(Bidyanus bidyanus) [258 mm]. At the beginning of this study, adults of these two species were considered to be the main life stage migrating upstream. In the laboratory experiments fish were tested at different water velocities and probit analysis was applied to the proportion of fish that negotiated these velocities. I used this approach to produce values which I called the NV90 and the NV95, which are the maximum water velocities that 90% and 95% of the fish could negotiate in the fishway. For bass, barramundi and golden perch these values ranged from 0.7 to 1.8 m s-1. These values are well below the standard maximum water velocity for salmonid fishways of 2.4 m s-l. The silver perch results were too variable to analyse. The data obtained from the laboratory experiments were used by water resource agencies to build eight new vertical-slot fishways in coastal and inland rivers of southeastern Australia. One of the largest of these new fishways was at Torrumbarry Weir on the Murray River, which consists of 38 pools, each 3 m long, ascending a 6.5 m high weir. The fishway, if successful, would provide access to 350 km of habitat above the weir. To determine whether or not the fishway was successful in passing native migratory fish it was assessed for 2.5 years by: i) sampling monthly above and below the fishway with a standard set of independent, replicated nets; and ii) sampling within the fishway. The netting showed that there were major aggregations of migratory fish below the weir when the fishway was not operational. However, when the fishway was completed and operational, 13 months after the commencement of sampling, there were no further major aggregations of migratory fish below the weir. These data, combined with high numbers of fish successfully ascending the fishway, indicated the success of this vertical-slot fishway design. It was estimated that from February 1991 to June 1993 20,7 14 native fish and 16,595 alien fish (all carp [Cyprinus carpio]) had successfully ascended the fishway. Sampling at the top and bottom of the fishway showed that the fishway passed almost all the species and sizes classes of native migratory fish, except for Australian smelt (Retropinna semoni). The latter is a small species 15 to 40 mm long that only entered the lower few pools of the fishway. The widespread distribution of this species indicates the migration is facultative. Experiments within the fishway showed that the laboratory experiments had underestimated swimming ability. However, it was discovered that fish still needed over 1.5 hours to ascend the full length of the fishway. In addition, some species only migrated upstream during daylight and if their ascent of the fishway was not completed in daylight the fish moved back down the fishway. I concluded that the original water velocity criterion from the laboratory experiments was appropriate and that future fishways need to consider ascent time and fishway length as well as water velocity. I also concluded that it is more difficult to obtain realistic results from 'off-site' experiments, where fish are transported to a laboratory or other facility, than from in situ experiments where naturally migrating fish are used and are not handled until the end of the experiment. Sampling at Torrumbarry Weir provided detailed information on the biology of the migratory fish species, which is essential to designing effective fishways. Carp(Cyprinus carpio), an introduced or alien species, and bony herring were newly identified as migratory, and golden perch and silver perch were confirmed as migratory. A major finding was that 95% of golden perch and 87% of silver perch moving upstream were immature fish. Previously the upstream movement of immature fish in this river system was considered insignificant. Fortunately the conservative water velocities in the Torrumbarry fishway accommodated these smaller fish(approximately 100 to 300 mm in length). The reason for the large numbers of immature fish migrating upstream is not clear, but it may be to optimise feeding, enhance colonisation, or to compensate for the downstream drift of the pelagic eggs and larvae. Migration of all species was seasonal. Spring, summer and early autumn were the main periods of upstream movement for native fish, and carp moved upstream in spring and early summer. Migration of carp was stimulated by rising water temperature only, but golden perch and silver perch were stimulated to move upstream by small changes in river levels. This small scale variation in streamflow is frequently suppressed by river regulation, and this is likely to have contributed to the significant decrease in the numbers of migrating native fish. Upstream migration of all species often occurred during low flows, as well as higher flows. This also occurs in coastal rivers of southeastern Australia. For both the coastal and inland rivers of this region it will be important to design fishways and environmental flow releases to accommodate this aspect of fish migration and the often semi-arid hydrology of these streams. Golden perch and silver perch were aged using sagittal otoliths and validated using known-age fish. The data showed that the immature fish were all over one year old, suggesting that younger fish are not migrating upstream. More research is needed to determine the location and habitats of the less than one year old fish. Ageing and examination of gonads indicated the size and age at maturity for these fish. This suggested that minimum size limits currently used to regulate the recreational fishery are not allowing fish to reach maturity. Golden perch and silver perch were found to be long-lived fish, up to 26 and 27 years respectively. Interestingly, samples of these two species from other rivers within the Murray-Darling river system show that the maximum sizes of these fish can vary significantly between rivers, suggesting that the ecology of different rivers within this large river system varies considerably. The development of fishways for non-salmonid fishes throughout the world has frequently met with failure. From the work in the present study and from reviewing other work I suggest there are five steps for the development of effective fishways. 1. Determine which fish species are migratory: - it is important to identify the smallest and largest fish that are migratory, as this affects the initial choice of the size of the fishway to test. 2. Test fish in an experimental fishway: - in situ experiments are recommended; - avoid handling of fish before and during experiments. 3 Design the fishway: - first decide on the location of the fishway entrance; - extrapolate research results with caution; - do not reduce pool sizes from the experimental model; - avoid tunnels; - design the fishway to operate over the full range of flows during which fish migrate. 4. Link the fishway with the operation of the dam or weir: - maintain flow and temperature regimes that stimulate migration; - manage flow releases over the spillway to guide fish to the fishway entrance. 5. Assess the fishway: - use quantitative and relevant performance criteria to assess the fishway and not only counts of fish from the top of the fishway. The most common strategy in the past has been to design the fishway and ignore steps 1, 2, 4 and 5. With fishways being increasingly recognised as important tools in the rehabilitation of aquatic biota in temperate river systems, and as a potential tool in the development of water resources in tropical rivers, it is essential that they are appropriately designed, constructed, and assessed. Otherwise the mistakes of the past will very likely be repeated.

碩士
國立臺灣大學
生物環境系統工程學研究所
103
Paramisgurnus dabryanus also known as the Chinese loach (Lin et al. 1991), is a common fresh water fish that can be found all around Taiwan but little information is known from it. It belongs to the Cobitidae family, can be found habiting paddy fields and is usually mixed and confused with the Misgurnus anguillicadatus. Loaches uses paddy fields to reproduce, nursery ground and obtain food, in other words paddy fields are part of their life cycle. Due to the modern drainage systems, the connection between paddy fields, irrigation ditches and creeks has been lost. As a result of this, the population of fish started to decline. In order to restore back the connection between this features, a fishway is needed. The fishway material chosen for this study was that of corrugated high-density polyethylene pipe or HDPE pipe, a cheap and easy to use kind of pipe. The purpose of this experiment is to provide the best combination of angles and discharges to build a fishway using corrugated HDPE pipe having Paramisgurnus dabryanus as the target species. During this experiment, fishes where tested in a variety of angles and discharges to see which combination suited them the most. It was found in this experiment that different angles, different slopes, gender and age class had influence on the success percentage. After this, the experiment was taken and tested in the field at Taiwan, Yilan County, Yuan-shan district, Dahu area. The loaches were successful for the upstream migration during the indoor experiment as well as the field experiment.

Doutoramento em Engenharia Florestal - Instituto Superior de Agronomia
This study analyses the impact of different hydraulic conditions on the Iberian barbel’s upstream movements in a pool-type fishway. Developed in an experiment pool-type fishway prototype and including fish of different sizes, this study investigates: i) the efficiency of passage through submerged orifices or notches; ii) the effect of velocity, turbulence and Reynolds shear stress on this species’ behaviour; iii) the suitability of straight and offset orifices to fish’s passage and, finally, iv) the efficiency of offset and straight orifices with a deflector bar for this specimens’ movements. The fishways was found to be efficient to the upstream passage of this species. Submerged orifices were preferentially used by specimens, mainly by small fish which, although their higher rheotatic capacity, showed strong difficulties to pass through the fishway. The behaviour of the latter was also the most affected by turbulence and Reynolds shear stress, which seemed to be the variables affecting fish’ movements the most. Straight orifices were found not be adequate to fish passage, even when added of a deflector bar. The results are discussed in terms of future research delineation.

碩士
國立海洋大學
漁業科學研究所
86
Wushykeng Creek is a 12-kilometer long mountain stream, a tributary to the Daan River, situated in the Taichung county in the central portion of Taiwan. In 1987-1989 the Taiwan Forestry Bureau constructed seven check-dams (sabo-dams) for the stream bed stabi ization, with nine fishways. From July 1995 to May 1997, the stream survey was conducted at eight stations to collect data on physical environment (stream flow, stream width, water depth, water velocity, bottom substrate, and shore line conditions), water quality (water temperature, dissolved oxygen content, pH, and conductivity and total dissolved solids) and fishes (species composition, and population structure and abundance) to assess the impacts of the check dams on stream ecosystem, and to evaluate the effectiveness of the fishways for fish passage. For the latter fish were also tagged and released immediately downstream from one of the fishways to assist the evalu tion. 　　The check dams had the heights of 7.5m to 13m, and undoubtedly became barricades for the upstream migration of fishes in the wushykeng Creek. In addition to their blocking fish migration, the check dams altered stream physicale nvironments and water quality, adversely affecting the stream ecosystem and fish life. In the immediately upstream areas of the dams, rocks and gravel were piled up, that rifted up the surface flowing stream, decreased its slope, water depth, water flow velocity, dissolved oxygen contents, and fluctuated its water temperature. The alternations of stream physical environments and water quality were particularly obvious in the dry season. In the downstream area, the water poured down the dams, deelpy excavated the downstream bed, and increased the shore erosion, water turbidity and dissolved solid contents. These downs tream alternations of the environment were most serious in Wusheykeng creek, of them Varicorhinus barbatulus (Family Cyprinidae) was most dominant. It was a resident species, spawning apparently throughout the year in the creek, but the mature fish showed seasonal migration: upstream migration at the end of the summer raining season (around October) and downstream migration at the beginning of the raining season (around March). Based on the monthly and longitudinal variations in the length frequency distribution of fish collected above and below the dams and on the results of the tagging experiment, there were strong evidences that V. barbatulus was able to pass the check dam(s) by utilizing the existing fishways (pool type) for its upstream migration. 　　Hemimyzon formosanum (Family Homaloperidae) apparently spawned outside the Wushykeng Creek, but some of the fish migrated to the creek at the end of the raining season for feeding during the dry season. Its body is equipped with an specific adherent apparatus formed by the ventral portion of body and laterally expanded pectoral and pelvic fins. This apparatus enables this species to attach itself on rocks in the rapid flowing creek. There were some evidences in this study that large fish (>5 cm) of this species may be able to climb directly over the check dams in its upstream migration. 　　The other six species included Rhinogobius bruneus, Rhinogobius rubromaculatus (Family Gobidae), Candidia barbata, Acrossocheilus parodoxus, Zacco pachycephalus (Family Cyprinidae), Leiobargus adiposaris (Family Bagridae). Of these species, R. bruneus like V. barbatulus was a resident species, occurring in the entire creek. The other species occurred in the downstream and were considered as occasional visitors for the Wushykeng Creek. Some fish of these species were also found in the Wushykeng Creek. Some fish of these species were also found in the upstream from the first check dam, indicating that these fish may also pass the fishway for the upstream migration, but lesser than those of V. barbatulus and H. formosanum. 　　Although there were evidences of successful passage of fishes through fishways mentioned above, the number of species and the abundance of fish in the creek showed decreases from downstream to upstream. Also, there was high mortality of fish in the section The results of this study suggested that the check dams in the ishykeng Creek adversely affected the physical environments, iter quality and fish life. In order to mitigate the adverse ffects, the following four approaches may be considered: 　　1.Repair existing fishways and develop a management program to maintain their proper function. 　　2.Replace existing fishways with portable fishways. 　　3.Remove existing check dams and fishways. 　　4.Replace each of the existing check dams and fishways with a series of low check dams, that are also functioned as a fishway. 　　For a long-term and cost-effective consideration, the fourth mitigation approach is recommended

碩士
國立臺灣大學
農業工程學研究所
87
Abstract This study carried out a hydraulic modeling test about three kinds of fundamental fishways (pool-weir fishways, pool-weir-orifice fishways and vertical slot fishways) in detail. The model dimension almost approach the prototype dimension (experimental fishways was performed in a 1m wide flume and the total length is 7m. the height of the weirs is 0.4m.) Experiments were performed with slope of 5% and several flow rates from 0.002∼0.063cms. The flow fields were recorded by the electromagnetic three-dimensional flow velocity instrument, and the probe of hydraulic characteristic were proceeding. Many meaningful and practical results were obtained. Rerettably, for lack of the information of native fish behavior, this thesis only present the result of analysis about the flow field and hydraulic characteristic. Expect, there will be a related study about native fishes make use of these fishways. And the flow field and velocity data of the thesis can supply for making quantitative analysis. Found from the study of the poor-weir fishways, for the plunging flow regime (sharp-crested weirs that weir nappe is not areated), the average discharge coefficient (Cd) of all baffles is 0.725. The formula which was established by Rajaratnam et al. (1988) to predict the transition from plunging to surface streaming state. The suitability of the formula should be made a thorough inquiry at different model dimensions. Found from the study of the pool-orifice and pool-weir-orifice fishways, the center velocity of each orifice between the first and the last baffle can be estimated by √(2gΔh) . After a part of the flow over the weirs, in addition to obtain lower and steadier orifice velocity, it increases one passageway. This should be a better design of fishway. Found from the study of the vertical slot fishways, the maximum vertical slot velocity near to the base can be estimated approximately by √(2gΔh) .