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cálculo de caudales de avenida en la cuenca del río pas

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El ábaco <strong>de</strong>l P<strong>la</strong>n Hidrológico Norte supon<strong>en</strong> una forma s<strong>en</strong>cil<strong>la</strong> <strong>de</strong> extraer <strong>caudales</strong>, pero<br />

<strong>de</strong>berían t<strong>en</strong>er <strong>en</strong> cu<strong>en</strong>ta más factores a<strong>de</strong>más <strong>de</strong>l área dr<strong>en</strong>ada como podrían ser <strong>la</strong>s<br />

características fisiográficas y climáticas <strong>de</strong> <strong>la</strong> cu<strong>en</strong>ca, <strong>la</strong> forma <strong>de</strong> <strong>la</strong> red fluvial, etc.<br />

BIBLIOGRAFÍA<br />

(1) Or<strong>de</strong>n <strong>de</strong> 13 <strong>de</strong> agosto <strong>de</strong> 1999 por <strong>la</strong> que se dispone <strong>la</strong> publicación <strong>de</strong> <strong>la</strong>s <strong>de</strong>terminaciones <strong>de</strong> cont<strong>en</strong>ido normativo <strong>de</strong> los<br />

P<strong>la</strong>nes Hidrológicos <strong>de</strong> Cu<strong>en</strong>ca <strong>de</strong>l Norte I, Norte II y Norte III, aprobados por el Real Decreto 1664/1998, <strong>de</strong> 24 <strong>de</strong> julio.<br />

(2) U.S Army Corps of Engineers, Hydrologic Engineering C<strong>en</strong>ter. Hydrologic Mo<strong>de</strong>lling System, HEC-HMS. Technical<br />

Refer<strong>en</strong>ce Manual.<br />

(3) Gobierno <strong>de</strong> Cantabria (2005). P<strong>la</strong>n <strong>de</strong> investigación integral para <strong>la</strong> caracterización y diagnóstico ambi<strong>en</strong>tal <strong>de</strong> los<br />

sistemas acuáticos <strong>de</strong> Cantabria. Estudio <strong>de</strong> Recursos Hídricos.<br />

(4) Grupo <strong>de</strong> Emisarios Submarinos e Hidráulica Ambi<strong>en</strong>tal <strong>de</strong> <strong>la</strong> Universidad <strong>de</strong> Cantabria (1999). Recopi<strong>la</strong>ción <strong>de</strong> <strong>la</strong>s<br />

Bases <strong>de</strong> Datos <strong>de</strong> Lluvia <strong>de</strong>: Avilés, Cabezón, Corrales, Torre<strong>la</strong>vega, Santan<strong>de</strong>r, A Coruña, Gijón, San Sebastián, Irún,<br />

Santoña, Urdaibai y Zumaia.<br />

(5) Diputación Foral <strong>de</strong> Vizcaya (1986). Normas Técnicas para carreteras <strong>de</strong> Vizcaya. Normas BAT.<br />

(6) ORDEN <strong>de</strong> 14 <strong>de</strong> mayo <strong>de</strong> 1990 por <strong>la</strong> que se aprueba <strong>la</strong> instrucción <strong>de</strong> carreteras 5.2-IC "Dr<strong>en</strong>aje superficial".<br />

(7) Katz, Richard W., Par<strong>la</strong>ne, Marc B. y Naveau (2002). Statistics of extremes in hydrology, Advances in Water Resources<br />

25:1287-1304.<br />

(8) Ferrer, J; Mateos, C. (1999) Análisis <strong>de</strong> máximas lluvias diarias. Un nuevo método regional <strong>de</strong> estimación <strong>de</strong> parámetros<br />

<strong>de</strong> <strong>la</strong> función SQRT-ET max”, Ing<strong>en</strong>iera Civil 115/1999: 109-118.<br />

(9) Hann, Charles T. (1977) “Statistical Methods in Hydrology”, Iowa State University Press.<br />

(10) Smith, Richard L. “Environm<strong>en</strong>tal Statistics”, Departm<strong>en</strong>t of Statistics, University of North Carolina (2001).<br />

(11) Smith, Richard L. (2003). Statistics of extremes with applications in <strong>en</strong>vironm<strong>en</strong>t, insurance and finance, Departm<strong>en</strong>t of<br />

Statistics, University of North Carolina.<br />

(12) Témez, J.R. (1978) Cálculo Hidrometeorológico <strong>de</strong> <strong>caudales</strong> máximos <strong>en</strong> pequeñas cu<strong>en</strong>cas naturales. Ministerio <strong>de</strong><br />

Obras Públicas y Urbanismo.<br />

(13) Beguería, Santiago. (2005) Uncertainties in partial duration series mo<strong>de</strong>lling of extremes re<strong>la</strong>ted to the choice of the<br />

threshold value. Journal of Hydrology, 303(2005): 215-230.<br />

(14) Hosking, J.R.M; Wallis, J.R. (1993) “Some statistics useful in regional frequ<strong>en</strong>cy analysis”, Water Resources Research,<br />

Vol. 29(2): 271-281.<br />

(15) Chow, V<strong>en</strong> te, Maidm<strong>en</strong>t y Mays (1994). Hidrología Aplicada. McGraw-Hill.<br />

(16) Pilgrim David y Cor<strong>de</strong>ry Ian. (1975). Rainfall temporal patterns for <strong>de</strong>sign floods. Journal Hydraulics Division 1975:<br />

81-95.<br />

(17) Huff, F.A. (1967). Time distributions of rainfall in heavy storms. Water Resources Research, Vol 3(4): 1007-1019.<br />

(18) Ag<strong>en</strong>cia Cata<strong>la</strong>na <strong>de</strong>l Agua, 2002. Estudio <strong>de</strong> P<strong>la</strong>nificación <strong>de</strong> los espacios fluviales <strong>de</strong> <strong>la</strong> cu<strong>en</strong>ca <strong>de</strong>l <strong>río</strong> Tor<strong>de</strong>ra.<br />

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