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    Public Safety in the Urban–Wildland Interface: Should Fire-Prone Communities Have a Maximum Occupancy? 

    Source: Natural Hazards Review:;2005:;Volume ( 006 ):;issue: 003
    Author(s): Thomas J. Cova
    Publisher: American Society of Civil Engineers
    Abstract: Residential development in fire-prone wildlands is a growing problem for land-use and emergency planners. In many areas housing is increasing without commensurate improvement in the primary road network. This compromises ...
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    Case Studies of Leak Detection and Location in Water Pipe Systems by Inverse Transient Analysis 

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Dídia Covas; Helena Ramos
    Publisher: American Society of Civil Engineers
    Abstract: The current paper aims at the assessment of the effectiveness of a popular transient-based technique—inverse transient analysis (ITA)—for leak detection in water pipe systems using physical data. Data were collected from ...
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    Risk Communication after Disaster: Return Entry Following the 2008 Cedar River Flood 

    Source: Natural Hazards Review:;2014:;Volume ( 015 ):;issue: 002
    Author(s): Laura K.; Siebeneck; Thomas J.; Cova
    Publisher: American Society of Civil Engineers
    Abstract: Communicating risk to evacuated populations is challenging for emergency officials during the return-entry phase. Although decades of research focused on understanding relationships between risk communication and evacuation ...
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    A New Standardized Inspection System for Periodic Visual Surveys of Water Storage Tanks and Pumping Stations 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 006:;page 04022048
    Author(s): Marta Cabral; Dália Loureiro; Inês Flores-Colen; Dídia Covas
    Publisher: ASCE
    Abstract: The efficient planning of operation and maintenance (O&M) interventions and short-term investments requires adequate and tailored inspection protocols of existing infrastructures. The current study proposes a new ...
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    Estimating Water Supply Infrastructure Cost Using Regression Techniques 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Valentina Marchionni; Marta Cabral; Conceição Amado; Dídia Covas
    Publisher: American Society of Civil Engineers
    Abstract: The current paper aims at the establishment and validation of reference cost functions for different types of assets of water supply systems based on known hydraulic (e.g., flow, pump head, pump power) and physical ...
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    Solution for the Closed-Loop Problem in Pressurized Multipipe Systems 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): António Betâmio de Almeida; Dídia Isabel Cameira Covas
    Publisher: American Society of Civil Engineers
    Abstract: The fundamental background of the solution for the steady-state flow in pressurized water closed-loop pipe systems, without any reservoirs in-between, is presented in this paper. The use of the steady-state mass balance ...
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    Standing Wave Difference Method for Leak Detection in Pipeline Systems 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Dídia Covas; Helena Ramos; A. Betâmio de Almeida
    Publisher: American Society of Civil Engineers
    Abstract: The current paper focuses on leakage detection in pipe systems by means of the standing wave difference method (SWDM) used for cable fault location in electrical engineering. This method is based on the generation of a ...
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    Damping Analysis of Hydraulic Transients in Pump-Rising Main Systems 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author(s): Alexandre Kepler Soares; Dídia I. C. Covas; Helena M. Ramos
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on the analysis of unsteady pipe flows caused by a pump trip in a water pipeline system. Field experiments have been carried out to collect transient pressure and steady-state flow rate data in the ...
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    Analysis of PVC Pipe-Wall Viscoelasticity during Water Hammer 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Alexandre Kepler Soares; Dídia I. Covas; Luisa Fernanda Reis
    Publisher: American Society of Civil Engineers
    Abstract: This research work focuses on the analysis of hydraulic transients in polyvinyl chloride (PVC) pipes, which are characterized by a viscoelastic rheological behavior. Transient pressure data were collected in a pipe rig ...
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    Closure to “Analysis of PVC Pipe-Wall Viscoelasticity during Water Hammer” by A. K. Soares, D. I. C. Covas, and L. F. R. Reis 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Alexandre Kepler Soares; Dídia I. Covas; Luisa Fernanda Reis
    Publisher: American Society of Civil Engineers
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