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            "title": "Protecting fish from entering turbines: the efficiency of a low-sloping rack for downstream migration of Atlantic salmon smolts",
            "creators": [
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                    "creatorType": "author",
                    "firstName": "Sylvie",
                    "lastName": "Tomanova"
                },
                {
                    "creatorType": "author",
                    "firstName": "Dominique",
                    "lastName": "Courret"
                },
                {
                    "creatorType": "author",
                    "firstName": "Alain",
                    "lastName": "Alric"
                }
            ],
            "abstractNote": "In April 2015, the efficiency of a system of low-sloping rack and bypass has been assessed for Atlantic salmon smolts at the small hydroelectric plant (HEP) of Auterrive on the Gave d’Oloron River (France ; turbine discharge: 7.8 m3.s-1 ; rack inclination: 26° relative to the horizontal ; bar spacing: 20 mm ; bypass discharge: 0.5 m3.s-1). 239 hatchery smolts (mean length 185 mm) were PIT-tagged and released 100 m upstream the HEP, in 5 groups at different times of the day. Their passages downstream the HEP by the bypass and as well by the fishpass for upstream migration were monitored with RFID antennae. On average 80.7% of smolts migrated through the HEP bypass and 3.8% of smolts descended through the fishpass. In total, 84.5% (min-max: 75.5–91.9%) of smolts migrated downstream the HEP via safe routes. 50% of them did it in less than 23 minutes since their release and 75% of them did it in less than 2 hours. Fish migration time was similar for afternoon, evening and night releases (median times between 19 and 21min), but was significantly longer when the fishes were released in the morning (median migration time: 3hours 17min). Our findings give credence to the recommended design criteria for low-sloping racks, which is the main solution implemented in France for small HEPs.",
            "publicationTitle": "La Houille Blanche - Revue internationale de l'eau",
            "publisher": "",
            "place": "",
            "date": "2017",
            "volume": "",
            "issue": "1",
            "section": "",
            "partNumber": "",
            "partTitle": "",
            "pages": "11-13",
            "series": "",
            "seriesTitle": "",
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            "journalAbbreviation": "",
            "DOI": "10.1051/lhb/2017002",
            "citationKey": "tomanovaProtectingFishEntering2017",
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            "accessDate": "2017-11-22T11:50:27Z",
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            "shortTitle": "Protecting fish from entering turbines",
            "language": "",
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            "tags": [
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                    "tag": "Downstream passage",
                    "type": 1
                },
                {
                    "tag": "Fish protection system",
                    "type": 1
                },
                {
                    "tag": "Hydroelectric",
                    "type": 1
                },
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                    "type": 1
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            "title": "Mortalité cumulée des saumons et des anguilles dans les turbines du bassin Loire-Bretagne",
            "creators": [
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                    "creatorType": "author",
                    "firstName": "Cédric",
                    "lastName": "Briand"
                },
                {
                    "creatorType": "author",
                    "firstName": "Marion",
                    "lastName": "Legrand"
                },
                {
                    "creatorType": "author",
                    "firstName": "Pierre-Marie",
                    "lastName": "Chapon"
                },
                {
                    "creatorType": "author",
                    "firstName": "Laurent",
                    "lastName": "Beaulaton"
                },
                {
                    "creatorType": "author",
                    "firstName": "Gaëlle",
                    "lastName": "Germis"
                },
                {
                    "creatorType": "author",
                    "firstName": "Marie-Andrée",
                    "lastName": "Arago"
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                    "creatorType": "author",
                    "firstName": "Timothée",
                    "lastName": "Besse"
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                    "firstName": "Laura",
                    "lastName": "De Canet"
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                    "firstName": "Pierre",
                    "lastName": "Steinbach"
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            ],
            "abstractNote": "L’effet des barrages sur la mortalité en dévalaison est simulé à l’aide de modèles de répartition\net de mortalité dans les ouvrages hydroélectriques à l’échelle de Loire-Bretagne (155 000 Km2).\nLes productions de smolts sont évaluées par la modélisation des surfaces d’équivalent radiers\nrapides, à 2 055 ha sur la Loire et 1 131 ha en Bretagne. Ces surfaces ne représentent que 24%\net 39% des surfaces productives accessibles dans les conditions historiques. Deux modèles séparés\npour la Loire et la Bretagne donnent ensuite les productivités des habitats de juvéniles de\nsaumons. Le croisement des modèles de productivité et des surfaces d’habitat permet d’obtenir\nune modélisation des productions de smolts à l’échelle de chaque tronçon hydrographique. Les\nproductions de smolts des deux zones sont équivalentes à 100 000 smolts par an, du fait d’une\nproductivité plus faible de la Loire. Un travail similaire est effectué pour simuler les productions\nd’anguilles dans les conditions actuelles et dans les conditions sans ouvrage à l’aide du\nmodèle EDA. Les productions actuelles d’anguilles sont évaluées à 306 700, 314 900 et 124 400\nanguilles argentées pour les côtiers Bretons, la Loire et les côtiers Vendéens respectivement.\nLes calculs de mortalité sont appliqués à 387 des 749 ouvrages de la zone, initialement recensés\ncomme ayant un usage énergie et hydroélectricité. Les mortalités sont d’abord calculées\nau niveau de chaque turbine pour 578 turbines, dont 136 et 155 identifiées comme Kaplan\net Francis respectivement. Ce calcul est basé soit sur les caractéristiques de la turbine (diamètre,\nvitesse de rotation, hauteur de chute...), soit par extrapolation à partir des mortalités\nmoyennes des turbines de même type, soit enfin lorsque l’information est manquante (cas de\n261 turbines) à partir de la moyenne des mortalités des turbines du bassin. Ces turbines sont\npour l’essentiel situées sur le haut du bassin de la Loire, où l’enjeu est moins fort. Pour les ouvrages\néquipés de grilles fines (<2,5cm), les turbines ichtyocompatibles et les turbines qui ne\nsont plus en fonctionnement, on applique une mortalité nulle. Pour les turbines de type Pelton,\nla mortalité appliquée est de 100%.\nChez les smolts, les taux moyens de mortalité dans les turbines s’établissent à 17% dans\nles Kaplan, 20% dans les Francis et une mortalité moyenne de 20% est appliquée aux autres\nturbines (43%) pour lesquelles les mortalités ne peuvent pas être calculées à partir des caractéristiques\ndes turbines.\nChez les anguilles, les calculs prennent en compte la structure en taille des anguilles dévalantes.\nLes mortalités moyennes dans les turbines s’établissent à 45:8%, 88:5% et 70:8% dans\nles turbines Kaplan, Francis et indéterminées respectivement, soit 36% des cas où le recueil\ndes caractéristiques techniques est suffisant pour permettre un calcul à partir des formules de\nmortalité.\nLes mortalités dans les ouvrages sont ensuite établies à partir des débits nominaux des\nturbines et de la part de débit s’échappant au niveau des déversoirs de décharge de l’ouvrage.\nCe modèle prend en compte pour chaque espèce des scénarios de dévalaison pour 5 classes de\ndébits, calculés à partir de 31 stations hydrologiques de référence, et transposés au niveau de\nchaque ouvrage. La part des poissons transitant par les différentes turbines de chaque ouvrage\nest calculée à partir des données de débit d’équipement.\nUn chainage est ensuite réalisé pour calculer la mortalité cumulée dans les ouvrages se situant\nsur le parcours de dévalaison des poissons partant de n’importe quel point du réseau.\nLes moyennes des taux de mortalité par segments hydrographiques sont calculées à 27:1, 1:7\nchez les smolts en Loire et en Bretagne, et à 3:1, 3:3 et 2:2 chez l’anguille en Loire, Bretagne et\nVendée respectivement.\nLe croisement des données de mortalité et de production pour chaque espèce donne les\nniveaux de mortalité pour différents scénarios.\nPour les saumons, les mortalités sont évaluées à N=26 872 (soit 27%) de la production de smolts en Loire, et N=1 636 (soit 2%) en Bretagne.\nPour l’anguille, les mortalités sont évaluées à N=9 831 (soit 3:1%) de la production d’anguilles\nargentées en Loire, N=9 418 (soit 3:3%) en Bretagne et N=2 687 (soit 2:2%) en Vendée.\nUne simulation des effectifs présents si le libre franchissement à la montée des poissons\nmigrateurs était rétablie est également effectuée. Dans ce scénario, les mortalités s’établissent\nà 41:8% (Loire) et 4:0% (Bretagne) chez les smolts et à 10:1% (Loire) et 4:0% (Bretagne) et 2:7%\n(Vendée) chez les anguilles argentées.\nLes résultats obtenus en terme de production et de mortalité sont discutés, en prenant en\ncompte les atouts et faiblesses des modèles utilisés, les possibles biais et d’échantillonnage\net de complétude des données, et les perspectives d’amélioration du modèle. Il apparait notamment\nque le modèle est plus sensible à la position géographique des individus dévalants\nqu’aux mortalités estimées dans les turbines. En l’état les résultats sont jugés comme suffisamment\nrobustes pour permettre une priorisation des actions au niveau du bassin Loire Bretagne,\net donner une première estimation du niveau de mortalité subi par l’anguille et le saumon à\nl’échelle du territoire de l’agence de l’eau.",
            "reportNumber": "",
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            "institution": "ONEMA, LOGRAMI, Bretagne Grands Migrateurs",
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            "date": "Janvier 2015",
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            "creatorSummary": "Bratrich et al.",
            "parsedDate": "2004",
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            "itemType": "journalArticle",
            "title": "Green hydropower: a new assessment procedure for river management",
            "creators": [
                {
                    "creatorType": "author",
                    "firstName": "Christine",
                    "lastName": "Bratrich"
                },
                {
                    "creatorType": "author",
                    "firstName": "Bernhard",
                    "lastName": "Truffer"
                },
                {
                    "creatorType": "author",
                    "firstName": "Klaus",
                    "lastName": "Jorde"
                },
                {
                    "creatorType": "author",
                    "firstName": "Jochen",
                    "lastName": "Markard"
                },
                {
                    "creatorType": "author",
                    "firstName": "Werner",
                    "lastName": "Meier"
                },
                {
                    "creatorType": "author",
                    "firstName": "Armin",
                    "lastName": "Peter"
                },
                {
                    "creatorType": "author",
                    "firstName": "Matthias",
                    "lastName": "Schneider"
                },
                {
                    "creatorType": "author",
                    "firstName": "Bernhard",
                    "lastName": "Wehrli"
                }
            ],
            "abstractNote": "",
            "publicationTitle": "River Research and Applications",
            "publisher": "",
            "place": "",
            "date": "2004",
            "volume": "20",
            "issue": "7",
            "section": "",
            "partNumber": "",
            "partTitle": "",
            "pages": "865–882",
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