INFORME DE CAIDAS VERTICALES DEL CURSO DE HIDROLOGIA DEL ING. DANTE SALAZAR, HECHO POR MI ....(JAROL S.)......
Description
CAIDAS VERTICALES
FIGUR A 1. FIGURA
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1.1 CRITERIO DE DISEÑO:
Se construyen caídas verticales, verticales, cuando se necesitan salvar un desnivel de 1 m como máximo, solo en casos excepcionales se construyen para desniveles mayores
Es recomendado que para caudales unitarios mayores a 300l/segxm de ancho, siempre se debe construir caídas inclinadas, además manifiesta que la ejecución principal en canales
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