RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

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Reservoir Sedimentation Assessment Guideline• GEOMAP, Estudos Ambientais (1991). Catálogo. Rio de Janeiro, RJ.• GLYSSON, G. Douglas (1987). Sediment-transport curves. US Geological Survey,Open-file Report 87-218. Reston, VA.• GUY, Harold P. & NORMAN, Vernon W. (1970). Field methods for measurementof fluvial sediment. Book 3. Chapter C2. USGS. Washington, DC.• GUY, Harold P. (1969). Laboratory theory and methods for sediment analysis. Book5. Chapter C1. USGS. Washington, DC.• GUY, Harold P. and NORMAN, Vernon W. (1970). Field methods formeasurement of fluvial sediment. Book 3, Applications of Hydraulics. USGS.Washington, DC.• HADLEY, R.F., and LAL, R., and ONSTAD, C.A., and WALLING D.E., andYAIR, A. (1985). Recent developments in erosion and sediment yield studies.UNESCO. Paris.• HUBBELL, D. W. (1964). Apparatus and techniques for measuring bedload. USGeological Survey, WSP 1748. Washington, DC.• IAHS/AISH, International Association of Hydrological Sciences (1981). Erosionand sediment transport measurements. Proceedings of the Florence Symposium 22-26 June 1981. Florence, Italy• ICOLD, International Commission on Large Dams (1989). Sedimentation control ofreservoirs/Maîtrise de l'alluvionnement des retenues. Committee on Sedimentationof Reservoirs. Paris.• IPEN, GEA (1987). Determinação da descarga sólida por arrasto de fundo no rioParaná (Guaíra, PR) com utilização de traçador radioativo. Unpublished. SãoPaulo, SP• IPT, Instituto de Pesquisas Tecnológicas do Estado de São Paulo (São Paulo StateTechnological Surveys Institute) (1980). Levantamento e prognóstico a respeito deassoreamento das barragens de Passo Real e Ernestina (RS) e Capivari (PR):avaliação do assoreamento. Report to ELETROBRÁS. São Paulo, SP• ISO (1985). Sand fluxmeter, standard version. ISO/TC 113/SC-N198. Wallingford,UK.• ISO (1977). Liquid flow measurement in open channels. Bed material sampling.ISO 4364. Wallingford, UK.• JULIEN, Pierre Y. (1995). Erosion and Sedimentation. Cambridge University Press.Cambridge, UK.• LARA, J.M. (1966). Computation of Z’s for use in the modified Einstein procedure.USBR. Denver, CO• LEINZ, Viktor, and LEONARDOS, Othon Henry (1977). Glossário Geológico. 2 ndEdition. Companhia Editora Nacional. São Paulo, SP.• LELIAVSKY, Serge (1964). Introducción a la hidráulica fluvial. Ediciones OmegaS.A. Barcelona.• MAHMOOD, Khalid, e PONCE, V. Miguel (1975). Computer program forsediment transport. Colorado State University. Fort Collins, CO.• MAHMOOD, K. (1987). Reservoir sedimentation – impact, extent and mitigation.World Bank Tech. Paper No. 71. Washington, DC.ANEEL – Brazilian Electricity Regulatory Agency / SIH – Hydrologic Studies and Information Department92
Reservoir Sedimentation Assessment Guideline• MILLER, Carl R. (1951). Analysis of flow-duration, sediment-rating curve methodof computing sediment yield. US Bureau of Reclamation. Denver, CO.• MINARD, Paulo Sérgio P., e SALIM, Lécio Hannar (1985). Medição in situ deconcentração e densidade de sedimentos por métodos nucleares. Seminar on the useof Radioactive Tracers in Hydraulics and Sedimentology. Nuclebrás. BeloHorizonte, MG.• MORRIS, Gregory L. & FAN, Jiahua (1997). Reservoir sedimentation handbook.McGraw-Hill. New York.• NORDIN, Carl F. (1981). Instructions for use of the 3-liter and 8-liter collapsiblebag sampler. Lakewood, CO, USGS.• OEA/PLANVASF (1986). Diagnóstico sedimentológico da bacia do São Francisco.Technical Report RTP-86/23, unpublished, by Newton de Oliveira Carvalho.Brasilia, DF.• OTTONI NETTO, Theophilo B.O., and LOMBARDI, Paulo C., and OTTONI,Arthur B. (1989). Caracterização do grau de assoreamento e da curva de eficiênciade retenção do reservatório Soledade. Aço-Minas. Ouro Preto, MG.• PAIVA, João Batista de (1988). Avaliação de modelos matemáticos de cálculo detransporte de sedimentos em rios. São Carlos Engineering School. Doctorate Thesis.São Carlos, SP.• LAGO, Nilson, and PAIVA, João Batista Dias de (1995). TSR 1.0 – Software paracálculo do transporte de sedimentos em rios – Manual do usuário. Santa MariaFederal University. Santa Maria, RS.• PERKINS, Don C., and CULBERTSON, J.R. (1970). Hydrograph andsedimentation survey of Kajakai reservoir. Afghanistan. USGS. Washington, DC.• PONTES, Amauri Beltrão (1977). Controle de erosão na região noroeste do estadodo Paraná. Brasil. DNOS. Curitiba, PR• PORTERFIELD, George (1972). Computation of fluvial sediment discharge.Techniques of water resources investigation of the USGS. Washington, DC.• RINGEN, Bruce H. (1978). Representative sampling of water-sediment mixtures.USA.• RIQUIER, J. (1982). Evaluation globale de la dégradation des soils. Nature etRessources v. 18 n. 2. Unesco. Paris.• ROCHA, João S. (1980). Assoreamento de pequenas albufeiras associadas acentrais elétricas de muito pequena potência. LNEC. Lisboa.• ROCHA, João S., and FERREIRA, J.P. Carcomo Lobo (1980). A erosão hídrica nabacia do rio Guadiana e o assoreamento da albufeira de Alqueva. National CivilEngineering Laboratory (Memorial n o 541). Lisboa.• SCHAAFSMA, A.S. and DER KINDEREN, W.J.G.J. (1985). Ultrasonicinstruments for the continuous measurement of suspended sand transport.Hydraulics Laboratory. Delft.• SCS (1971). Sedimentation National Engineering Handbook. US Department ofAgriculture. Washington, DC.• SEMMELMANN, Franz Rainer (1981). Sedimentometria. Course for an AgreementELETROBRÁS/UFRGS/IPH. Porto Alegre, RS.ANEEL – Brazilian Electricity Regulatory Agency / SIH – Hydrologic Studies and Information Department93
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RESERVOIR SEDIMENTATION ASSESSMENT GUIDELINE - Aneel

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