Avances en la hidráulica de redes de distribución de agua potable - page 281

279
M
odelación
de
la
demanda
estocástica
de
agua
potable
Alvisi, S., Franchini, M. y Marinelli, A. (2003). “A Stochastic Model for Representing Drin-
king Water Demand at residencial Level”,
Water Resources Management
,
Vol. 17
,
No. 3,
p. 197-222.
Buchberger, S. y Wu, L. (1995). “A model for instantaneous residential water demands”,
Journal of Hydraulics Engineering
, ASCE, Vol. 121, No. 3, p. 232-246.
Bo, Z., Islam, S., Eltahir, E. (1994). “Aggregation-disaggregation properties of a stochastic
rainfall model”.
Water Resources Research
, Vol. 30, No. 12, pp. 3423-3435, December
1994.
Entekhabi, D., Rodríguez-Iturbe, I. y Eagleson, P. (1989). “Probabilistic Representation of
the Temporal Rainfall Process by a Modified NSRPM Rectangular Pulses Model: Pa-
rameter Estimation and Validation”,
Water Resources Research
, Vol. 25, No. 2, February,
p. 295-302.
Li, Z. y Buchberger, S. (2006). PRPsym Users Guide.
University of Cincinnati
, Cincinnati,
Ohio.
Mellor, D. (2007).
Generalized NSRPMModel.,Version 3.3.1 beta.
GNU (General Public Licen-
se), Copyright 1989, 1991 Free Software Foundation Inc, Cambridge, MA, USA
Rodríguez-Iturbe, I., Cox, D. e Isham, V. (1987). “Some models for rainfall based on sto-
chastic point process”.
Proc. R. Soc. London
, A 410, p. 269-288.
Tzatchkov, V., Alcocer, Y. V., Arreguín, C. F. y Feliciano, G. (2005). “Medición y caracte-
rización estocástica de la demanda instantánea de agua potable”.
Revista Ingeniería
Hidráulica en México
, Vol. XX, No.1, enero-marzo de 2005.
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