Construction of a model of the impact interaction between a water jet and a vertical wall
DOI:
https://doi.org/10.15587/1729-4061.2026.357891Keywords:
two-phase jet, drop zone, fire hydrant, droplet-vertical wall interactionAbstract
This work investigates the process of interaction between the droplet phase of a two-phase flow "droplet-air" and a vertical wall; the subject of this study is the trajectory of motion and characteristics of water droplets in a two-phase flow when they collide with a vertical surface. The task addressed is to reduce water losses when it is supplied by a fire hose to a vertical wall while splashing upon impact.
The droplet motion was modeled within the framework of the Lagrangian approach, in which the dynamics of each droplet were described by the equations of motion in three-dimensional space taking into account the forces of aerodynamic resistance and gravity. To take into account the stochastic nature of droplet sizes and transverse velocity components, 105 trajectories with diameter distribution according to the Rosin-Ramler law were simulated.
It was established that the density distribution of a water particle reaching the vertical wall has a unimodal character. With increasing water supply pressure, the fraction of water reaching the wall increases significantly, and the maximum of the distribution density becomes more pronounced. In particular, when water is supplied by a fire hose with a nozzle diameter of 19 mm at an angle of 35° from a distance of 25 m, the fraction of water that does not reach the wall decreases from 49% at a pressure of 40 m to 8% at a pressure of 70 m.
It is shown that the interaction of droplets with the wall occurs mainly under the spreading and splashing modes, while the deposition and reflection modes account for less than 1%. With increasing pressure, the fraction of spreading droplets decreases, and the fraction of splashing droplets increases. Under the splashing mode, on average, about 50% of the drop mass is lost. As a result of taking splashing into account, the water distribution density along the vertical wall changes from unimodal to bimodal, where the second maximum corresponds to the zone of predominant droplet spreading
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Copyright (c) 2026 Oleksii Basmanov, Volodymyr Oliinyk, Oleksandr Telelym, Dmytro Chalyy, Iryna Chala, Vasyl Maliarchuk, Anastasiia Hryshchenko, Artem Huz

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