Abstract. Linear stability of shallow flows is usually analyzed in the literature under the assumption that the base flow profile is symmetric with respect to the transverse coordinate. Another widely used assumption is the rigid-lid assumption where perturbations at the upper surface are not considered. Experimental data show that the symmetry of the base flow can be distorted by a non-uniform friction in the transverse direction of the flow. Such a situation occurs in applications in case of the presence of aquatic vegetation (for example, in case of floods). In this case there is a sharp change of the resistance force at the interface. Experiments show that nonuniform resistance force plays an important role in development of the mixing layer. In the present paper linear stability analysis of shallow mixing layers with non-uniform friction is investigated. Both previously mentioned assumptions are removed and the problem is solved for asymmetric base flow profile for arbitrary Froude numbers. The friction coefficient is assumed to be a function of the transverse coordinate. Experimentally measured asymmetric base flow profile is used in the paper. The linear stability problem is solved numerically by a collocation method based on Chebyshev polynomials using different values of the parameters of the problem.Keywords: shallow flows, linear stability, asymmetric base flow.
IntroductionShallow flows often occur in applications (examples include flows at river junctions or in compound channels). Linear stability of such flows is usually analyzed under the assumption that the base flow is symmetric with respect to the transverse coordinate [1][2][3][4]. Experimental data [5] show that symmetry of the base flow can be distorted by the presence of the non-uniform friction force acting in the transverse direction. Such a situation often occurs during floods where moving fluid is in contact with aquatic vegetation.Linear stability of shallow mixing layers for a symmetric base flow (a hyperbolic tangent velocity profile) is analyzed in [6; 7], where it is shown that a non-uniform friction stabilizes the flow. In the present paper linear stability of shallow mixing layers with non-uniform friction is investigated under the assumption that the base flow is asymmetric with respect to the transverse coordinate. The base flow profile is obtained from experimental data [5] where semi-analytical formulas for the velocity distribution in the transverse direction are also obtained. Linear stability is analyzed for several experimental cases quoted in [5]. Spline interpolation is used to smooth experimental velocity profiles. As it is shown in [5], the velocity distribution has a two-layer structure where sharp change of the velocity occurs in a shear layer at the boundary between aquatic vegetation and the main channel. The presence of an inflection point in the velocity profile indicates possible hydrodynamic instabilities. Linear stability analysis is used in the paper to calculate the critical values of the friction coefficie...