Search
Now showing items 1-5 of 5
Quadratic‐Equation Inaccuracy for Water Hammer
Publisher: American Society of Civil Engineers
Abstract: The standard solution of a quadratic equation is applied for modeling several boundary conditions (such as orifice, valve, and pump) in the water-hammer analysis of pipelines by the method of characteristics. Numerical ...
Jacobian Matrix for Solving Water Distribution System Equations with the Darcy-Weisbach Head-Loss Model
Publisher: American Society of Civil Engineers
Abstract: The widely used Todini and Pilati method for solving the equations that model water distribution systems was originally developed for pipes in which the head loss is modeled by the Hazen-Williams formula. The friction ...
Closure to “Single-Event Leak Detection in Pipeline Using First Three Resonant Responses” by Jinzhe Gong, Martin F. Lambert, Angus R. Simpson, and Aaron C. Zecchin
Publisher: American Society of Civil Engineers
Numerical Error in Weighting Function-Based Unsteady Friction Models for Pipe Transients
Publisher: American Society of Civil Engineers
Abstract: The accurate simulation of pressure transients in pipelines and pipe networks is becoming increasingly important in water engineering. Applications such as inverse transient analysis for condition assessment, leak detection, ...
Pipeline Break Detection Using Pressure Transient Monitoring
Publisher: American Society of Civil Engineers
Abstract: Sudden pipe breaks occur in water transmission pipelines and distribution mains. The consequences of these breaks can be very expensive because of the service interruption, the cost of repair, and damage to surrounding ...
CSV
RIS