Wave propagation and boundary instability in erodible-bed channels

Author:

Gradowczyk Mario H.

Abstract

Wave propagation in one-dimensional erodible-bed channels is discussed by using the shallow-water approximation for the fluid and a continuity equation for the bed. In addition to gravity waves, a third wave, which gives the velocity of propagation of a bed disturbance, is found. An appropriate dimensional analysis yields the quasi-steady approximation for the complete shallow-water equations.The well-known linear stability analysis of free-surface flows is extended to include the erodibility of the bed. The critical Froude numberFcabove which the free-surface of the fluid may become unstable is obtained. It is shown that erodibility increases the stability of the free surface, in qualitative agreement with previous experiments ifqb>qs,qbandqsbeing respectively the contact-bed discharge and suspended-material discharge. The stability theory is also used to discuss coupled beds and surface waves. From it, five different configurations have been obtained: a sinusoidal wave pattern moving downstream, a transition zone and antidunes moving upstream, moving downstream and stationary. These bed forms are in agreement with experimental results; hence shallow-water theory seems to give a reasonable explanation of the boundary instability.It is shown that the quasi-steady approximation and Kennedy's (1963) stability analysis will be in agreement if (kh)2[Lt ]1, wherekis the wave number, andhis the depth of the water. When the phase shift δ is introduced in the quasi-steady approximation, the five bed patterns derived from the full equations are found again.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference27 articles.

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2. Dressler, R. F. & Pohle, F. V. 1953 Resistance effects on hydraulic instability Communs Pure Appl. Math. 6,93–6.

3. Simons, D. B. & Richardson, E. V. 1961 Forms of bed roughness in alluvial channels J. Am. Soc. Civil Engrs, Hyd. Div. 87,87–105.

4. Friedrichs, K. D. 1948 On the derivation of the shallow-water theory Communs Pure Appl. Math. 1,81–5.

5. Coenish, V. 1934 Ocean Waves and Kindred Geophysical Phenomena .Cambridge University Press.

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