Filtros : "Journal of Hydraulic Engineering" Limpar

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  • Source: Journal of Hydraulic Engineering. Unidade: EESC

    Assunto: HIDRODINÂMICA

    Acesso à fonteDOIHow to cite
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    • ABNT

      NÓBREGA, Juliana Dorn; MATOS, Jorge; SCHULZ, Harry Edmar; CANELAS, Ricardo Birjukovs. Smooth and stepped spillway modeling using the SPH method. Journal of Hydraulic Engineering, Reston, VA, American Society of Civil Engineers, v. 146, n. 8, 2020. Disponível em: < http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001776 > DOI: dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001776.
    • APA

      Nóbrega, J. D., Matos, J., Schulz, H. E., & Canelas, R. B. (2020). Smooth and stepped spillway modeling using the SPH method. Journal of Hydraulic Engineering, 146( 8). doi:dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001776
    • NLM

      Nóbrega JD, Matos J, Schulz HE, Canelas RB. Smooth and stepped spillway modeling using the SPH method [Internet]. Journal of Hydraulic Engineering. 2020 ; 146( 8):Available from: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001776
    • Vancouver

      Nóbrega JD, Matos J, Schulz HE, Canelas RB. Smooth and stepped spillway modeling using the SPH method [Internet]. Journal of Hydraulic Engineering. 2020 ; 146( 8):Available from: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001776
  • Source: Journal of Hydraulic Engineering. Unidade: EESC

    Assunto: ENGENHARIA ELÉTRICA

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    • ABNT

      SCHULZ, Harry Edmar; VASCONCELOS, José G.; PATRICK, Andrew C. Air entrainment in pipe-filling bores and pressurization interfaces. Journal of Hydraulic Engineering, Reston, VA, USA, ASCE, v. 146, n. 2, p. 1-12, 2020. Disponível em: < http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001672 > DOI: 10.1061/(ASCE)HY.1943-7900.0001672.
    • APA

      Schulz, H. E., Vasconcelos, J. G., & Patrick, A. C. (2020). Air entrainment in pipe-filling bores and pressurization interfaces. Journal of Hydraulic Engineering, 146( 2), 1-12. doi:10.1061/(ASCE)HY.1943-7900.0001672
    • NLM

      Schulz HE, Vasconcelos JG, Patrick AC. Air entrainment in pipe-filling bores and pressurization interfaces [Internet]. Journal of Hydraulic Engineering. 2020 ; 146( 2): 1-12.Available from: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001672
    • Vancouver

      Schulz HE, Vasconcelos JG, Patrick AC. Air entrainment in pipe-filling bores and pressurization interfaces [Internet]. Journal of Hydraulic Engineering. 2020 ; 146( 2): 1-12.Available from: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0001672
  • Source: Journal of Hydraulic Engineering. Unidade: EESC

    Subjects: TRANSIENTES HIDRÁULICOS, VISCOSIDADE DO FLUXO DOS FLUÍDOS

    Acesso à fonteDOIHow to cite
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    • ABNT

      SOARES, Alexandre Kepler; COVAS, Dídia Isabel Cameira; REIS, Luisa Fernanda Ribeiro. Closure to "analysis of PVC pipe-wall viscoelasticity during water hammer". Journal of Hydraulic Engineering, Reston, v. 136, n. 8, p. 548-550, 2010. Disponível em: < http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0000243 > DOI: 10.1061/(ASCE)HY.1943-7900.0000243.
    • APA

      Soares, A. K., Covas, D. I. C., & Reis, L. F. R. (2010). Closure to "analysis of PVC pipe-wall viscoelasticity during water hammer". Journal of Hydraulic Engineering, 136( 8), 548-550. doi:10.1061/(ASCE)HY.1943-7900.0000243
    • NLM

      Soares AK, Covas DIC, Reis LFR. Closure to "analysis of PVC pipe-wall viscoelasticity during water hammer" [Internet]. Journal of Hydraulic Engineering. 2010 ; 136( 8): 548-550.Available from: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0000243
    • Vancouver

      Soares AK, Covas DIC, Reis LFR. Closure to "analysis of PVC pipe-wall viscoelasticity during water hammer" [Internet]. Journal of Hydraulic Engineering. 2010 ; 136( 8): 548-550.Available from: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0000243
  • Source: Journal of Hydraulic Engineering. Unidade: EESC

    Subjects: VAZAMENTOS DE ÁGUA, VISCOSIDADE DO FLUXO DOS LÍQUIDOS, REDES DE DISTRIBUIÇÃO DE ÁGUA

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    • ABNT

      SOARES, Alexandre Kepler; COVAS, Dídia Isabel Cameira; REIS, Luisa Fernanda Ribeiro. Analysis of PVC pipe-wall viscoelasticity during water hammer. Journal of Hydraulic Engineering, Reston, v. 134, n. 9, p. Se 2008, 2008. Disponível em: < http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JHEND8000134000009001389000001&idtype=cvips"_ >.
    • APA

      Soares, A. K., Covas, D. I. C., & Reis, L. F. R. (2008). Analysis of PVC pipe-wall viscoelasticity during water hammer. Journal of Hydraulic Engineering, 134( 9), Se 2008. Recuperado de http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JHEND8000134000009001389000001&idtype=cvips"_
    • NLM

      Soares AK, Covas DIC, Reis LFR. Analysis of PVC pipe-wall viscoelasticity during water hammer [Internet]. Journal of Hydraulic Engineering. 2008 ; 134( 9): Se 2008.Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JHEND8000134000009001389000001&idtype=cvips"_
    • Vancouver

      Soares AK, Covas DIC, Reis LFR. Analysis of PVC pipe-wall viscoelasticity during water hammer [Internet]. Journal of Hydraulic Engineering. 2008 ; 134( 9): Se 2008.Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JHEND8000134000009001389000001&idtype=cvips"_
  • Source: Journal of Hydraulic Engineering. Unidade: EESC

    Subjects: HIDRÁULICA (MECÂNICA DOS LÍQUIDOS), MÁQUINAS HIDRÁULICAS

    How to cite
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    • ABNT

      ARAÚJO, José Carlos; CHAUDHRY, Fazal Hussain. Experimental evaluation of 2-D entropy model for open-channel flow. Journal of Hydraulic Engineering, New York, The Society, v. 124, n. 10, p. 1064-1067, 1998.
    • APA

      Araújo, J. C., & Chaudhry, F. H. (1998). Experimental evaluation of 2-D entropy model for open-channel flow. Journal of Hydraulic Engineering, 124( 10), 1064-1067.
    • NLM

      Araújo JC, Chaudhry FH. Experimental evaluation of 2-D entropy model for open-channel flow. Journal of Hydraulic Engineering. 1998 ; 124( 10): 1064-1067.
    • Vancouver

      Araújo JC, Chaudhry FH. Experimental evaluation of 2-D entropy model for open-channel flow. Journal of Hydraulic Engineering. 1998 ; 124( 10): 1064-1067.

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