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    Off-Stream Floodplain Storage: Numerical Modeling and Experimental Analysis 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): M. E. Topa; M. Giugni; F. De Paola
    Publisher: American Society of Civil Engineers
    Abstract: Floodplain storage should be carefully considered among the structural measures for active flood risk mitigation. Floodplain storage facilities assure an attenuation effect and consequently a significant reduction and delay ...
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    Influence of Hole Geometry and Position in Leaking Pipes under Combined Pressure and Bending Regimes 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): F. De Paola; A. Cutolo; M. Giugni; M. Fraldi
    Publisher: American Society of Civil Engineers
    Abstract: Strategies to reduce leakage based on integrated systems of monitoring and management of the pressure levels and related anomalies are acknowledged as the most reliable and cost-effective techniques to improve the efficiency ...
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    Probabilistic Assessment of Debris Flow Peak Discharge by Monte Carlo Simulation 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 001
    Author(s): F. De Paola; R. De Risi; G. Di Crescenzo; M. Giugni; A. Santo; G. Speranza
    Publisher: American Society of Civil Engineers
    Abstract: The topographic and hydrologic parameters involved in the estimation of the debris flow peak discharge in a classical approach are usually assumed to be deterministic. As a result, in such approaches, the only uncertainty ...
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    Bottom-Up Generation of Water Demands to Preserve Basic Statistics and Rank Cross-Correlations of Measured Time Series 

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 001
    Author(s): E. Creaco; F. De Paola; D. Fiorillo; M. Giugni
    Publisher: ASCE
    Abstract: This paper presents a novel methodology for the generation of demand time series at water distribution network (WDN) users. After subdividing the day into an integer number of time steps with order of magnitude of 1 h, ...
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    Probabilistic Assessment of Debris Flow Peak Discharge by Monte Carlo Simulation 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 001
    Author(s): F. De Paola; R. De Risi; G. Di Crescenzo; M. Giugni; A. Santo; G. Speranza
    Publisher: American Society of Civil Engineers
    Abstract: The topographic and hydrologic parameters involved in the estimation of the debris flow peak discharge in a classical approach are usually assumed to be deterministic. As a result, in such approaches, the only uncertainty ...
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