The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by variations in the leak areas owing to changes in pressure. This paper argues that the pressure–area relationship can reasonably be assumed to be a linear function, and a modified orifice equation is proposed for more realistic modeling of leakage and intrusion flows. The properties of the modified orifice equation are explored for different classes of leak openings. The implications for the current practice of using a power equation to model leakage and intrusion flows are then investigated. A mathematical proof is proposed for an equation linking the parameters of the modified orifice and power equations using the concept of a dimensionless ...
AbstractAccurate models are critical for the effective management of leaks in our water distribution...
Abstract: The effect of the pipe material plays a preeminent role in the overall water leakage behav...
In recent years, a number of field studies on the effect of pressure on leakage in distribution syst...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
Several experimental and modelling studies have established that leak areas are mostly not fixed but...
This paper presents a new, tractable analytical expression to describe the intrusion of fluids into ...
AbstractThis paper shows that the link between the pipe leakage and the internal pressure can be rep...
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressu...
Strategies for managing leakage from water distribution systems require the ability to effectively e...
In recent decades the hydraulics of leaks, i.e. the definition of the relationships linking the hydr...
AbstractThe purpose of this paper is to summarize the latest theoretical developments on the pressur...
AbstractIn this study, the relationship between the conventional power equation and the FAVAD (Fixed...
The correct definition of the leak law, i.e. the relationship between the leak outflow, the total he...
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressu...
[EN] Pathogen intrusion may occur in water pipes when negative pressures allow external flows to ent...
AbstractAccurate models are critical for the effective management of leaks in our water distribution...
Abstract: The effect of the pipe material plays a preeminent role in the overall water leakage behav...
In recent years, a number of field studies on the effect of pressure on leakage in distribution syst...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
Several experimental and modelling studies have established that leak areas are mostly not fixed but...
This paper presents a new, tractable analytical expression to describe the intrusion of fluids into ...
AbstractThis paper shows that the link between the pipe leakage and the internal pressure can be rep...
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressu...
Strategies for managing leakage from water distribution systems require the ability to effectively e...
In recent decades the hydraulics of leaks, i.e. the definition of the relationships linking the hydr...
AbstractThe purpose of this paper is to summarize the latest theoretical developments on the pressur...
AbstractIn this study, the relationship between the conventional power equation and the FAVAD (Fixed...
The correct definition of the leak law, i.e. the relationship between the leak outflow, the total he...
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressu...
[EN] Pathogen intrusion may occur in water pipes when negative pressures allow external flows to ent...
AbstractAccurate models are critical for the effective management of leaks in our water distribution...
Abstract: The effect of the pipe material plays a preeminent role in the overall water leakage behav...
In recent years, a number of field studies on the effect of pressure on leakage in distribution syst...