Analysis of the Limitations of Bivariate Methods for Estimating Design Floods and Proposal of the IIUNAM Method

محفوظ في:

التفاصيل البيبلوغرافية
الحاوية / القاعدة:	Hidraulica no. 4 (2025), p. 69-84
المؤلف الرئيسي:	Domínguez-Mora, Ramón
مؤلفون آخرون:	Arganis-Juárez, Maritza, de Luna-Cruz, Faustino, Carrizosa-Elizondo, Eliseo, Osnaya-Romero, Javier, Lopez-León, Cristian, Aquino-Romero, Juan, Preciado-Jiménez, Margarita
منشور في:	Hidraulica
الموضوعات:	Mexico Floods Design floods Dams Random variables Distribution functions Spillways Hydrology Probability distribution functions Probability distribution Bivariate analysis Estimation Environmental
الوصول للمادة أونلاين:	Citation/Abstract Full Text Full Text - PDF
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!

الوصف
مستخلص:	Starting from the evident idea that the design of the spillway, that is, the capacity of the spillway and the volume allocated for flood regulation, in dams where this volume is considerable, depends on the maximum discharge and the volume of the inflows entering the reservoir; a large number of studies have been developed based on the fitting of bivariate probability distribution functions for these two variables. This paper presents an analysis that provides arguments to support the authors' opinion that the use of bivariate functions for the estimation of design floods in dams with considerable regulation capacity is not convenient. Instead, the method developed at the Institute of Engineering of UNAM is proposed.
تدمد:	1453-7303 2343-7707
المصدر:	Advanced Technologies & Aerospace Database