The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressurized pipelines with cracks on the pipe wall. The conventional orifice equation does not consider the effect of the flow velocity in the main pipe, and there is a lack of studies on this matter. For this technical note, the influence of the main pipe flow velocity on the outflow and inflow through a crack on the pipe wall was studied in the laboratory. The experimental results show that the impact of the main pipe flow velocity can be significant. When the pressure difference across the orifice was constant, with the increase of the main pipe flow velocity, the outflow velocity increased, but the contraction area of the jet and the outflow di...
Strategies for managing leakage from water distribution systems require the ability to effectively e...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
Experiments are reported on an air–water mixture flowing through an orifice in a vertical pipe. Time...
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressu...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
This paper presents a new, tractable analytical expression to describe the intrusion of fluids into ...
Abstract: The effect of the pipe material plays a preeminent role in the overall water leakage behav...
Systematic Computational Fluid Dynamics (CFD) simulations on incompressible water pipe flow with lea...
[EN] Pathogen intrusion may occur in water pipes when negative pressures allow external flows to ent...
Abstract Contaminant intrusion in pipelines during transients is a remarkable mechani...
Abstract Pressurised pipe systems transport fluids daily over long distances and sedi...
The unique unsteady behavior of flow system components causes a major obstacle to the development of...
AbstractThis paper shows that the link between the pipe leakage and the internal pressure can be rep...
Master's thesis in Offshore Technology : Subsea technologyFlow measurement is found in a large varie...
In recent decades the hydraulics of leaks, i.e. the definition of the relationships linking the hydr...
Strategies for managing leakage from water distribution systems require the ability to effectively e...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
Experiments are reported on an air–water mixture flowing through an orifice in a vertical pipe. Time...
The classic orifice equation is commonly used to calculate the leakage and intrusion rate for pressu...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
This paper presents a new, tractable analytical expression to describe the intrusion of fluids into ...
Abstract: The effect of the pipe material plays a preeminent role in the overall water leakage behav...
Systematic Computational Fluid Dynamics (CFD) simulations on incompressible water pipe flow with lea...
[EN] Pathogen intrusion may occur in water pipes when negative pressures allow external flows to ent...
Abstract Contaminant intrusion in pipelines during transients is a remarkable mechani...
Abstract Pressurised pipe systems transport fluids daily over long distances and sedi...
The unique unsteady behavior of flow system components causes a major obstacle to the development of...
AbstractThis paper shows that the link between the pipe leakage and the internal pressure can be rep...
Master's thesis in Offshore Technology : Subsea technologyFlow measurement is found in a large varie...
In recent decades the hydraulics of leaks, i.e. the definition of the relationships linking the hydr...
Strategies for managing leakage from water distribution systems require the ability to effectively e...
The hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by varia...
Experiments are reported on an air–water mixture flowing through an orifice in a vertical pipe. Time...