A simple model for the reflection by a vertical barrier of a dambreak flow over a dry or pre-wetted bottom

Abstract

We revisit the theoretical solutions of the problem of the reflected flow from a vertical obstacle encountered by a current generated by dambreak of a Cartesian long reservoir over a dry bottom and with tailwaters. Previous investigations derived accurate solutions by quite complex manipulation of the balances along the characteristics, supported by numerical solutions, of the shallow-water equations (a significant extension is the recent paper Hogg & Skevington, Q. J. Mech. Appl. Maths, vol. 74, no. 4, 2021, pp. 441–465). Here we developed a simplified model, based on the major assumption that the fluid between the obstacle (wall) and the reflected jump is stagnant. This allows the solution of the problem by a straightforward numerical integration of one initial-value ordinary differential equation. The model provides the position, height and speed of the jump as functions of time. For long times a simple analytical approximation is also available. The model points out clear-cut effects of the presence of the tailwaters. The model has been validated by comparisons with exact solutions of the shallow-water equations of the recent study of Hogg & Skevington (Q. J. Mech. Appl. Maths, vol. 74, no. 4, 2021, pp. 441–465) (obtained by significantly more complex hodograph-plane methods). In all the tested cases the agreement is good, for long periods of time. This model provides reliable insights and fast quantitative predictions recommended for use in research and engineering problems where a fair approximation is sufficient for the application.

Modeling Impact Load on a Vertical Cylinder in Dam-Break Flows

“…Many theoretical dam-break solutions have been derived by solving shallow water equations without [6] or with hydraulic resistance [7] being represented in the form of basal friction. General good agreements with the experimental measurements in terms of the water profile and the water front velocity (i.e., the velocity of the water front) are achieved [3,[8][9][10]. Nevertheless, these models fail to capture forces on structures by the impact of dam-break flows.…”