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ESTUDIO HIDROLÓGICO COMPLEMENTARIO

ESTUDIO HIDROLÓGICO COMPLEMENTARIO

ESTUDIO HIDROLÓGICO COMPLEMENTARIO

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12 de 33600Figura A 5-8Figura A 5-8Río Del Salto Antes Junta BakerCaudal Máximo Instantáneo v/s Período de Retorno(Período 1963-2004)500400Qmi (m³/s)30020010001.01 1.1 210 100100010000-1,642 -0,642 0,358 1,358 2,358 3,358 4,358 5,358 6,358Periodo de retorno Tr (años)07235-13-04-IPRS-ITE-011-03 Anexo 1D – Apéndice 3 – Parte 1 – Anexo 2Versión 1

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