### Abstract

We consider the propagation of a high-Reynolds-number gravity current at the bottom of a horizontal channel along the horizontal coordinate x. The bottom and top of the channel are at z = 0, H, and the cross-section is given by the general −f 1(z) ⩽ y ⩽ f 2(z) for 0 ⩽ z ⩽ H. We use a one-layer, Boussinesq, shallow-water formulation to solve the time-dependent motion produced by release from rest of a fixed volume of fluid from a lock. The dependent variables are the position of the horizontal interface, h(x, t), and the speed (averaged over the area of the current), u(x, t). The non-rectangular cross-section geometry enters the formulation via f(h) and integrals of f(z) and zf(z), where f(z) = f 1(z) + f 2(z) is the width of the channel. For a given geometry f(z), the only input parameter in the lock-release problem is the height ratio H/h 0 of ambient to lock. In general, the solution is obtained by a finite-difference numerical code. Analytical results are derived for the initial dam-break slumping motion, and for the long-time self-similar phase. The model is illustrated for various cross-section shapes: power-law (f(z) = bz ^{α}, where b, α are positive constants), trapezoidal, V-shaped valley, and circle-segment. In addition to the quantitative results, the qualitative similarities and differences between the classical rectangular and the general non-rectangular channel have been elucidated: in the first case there is always an initial “slumping” stage of propagation with speed u N = const., followed by a stage of decreasing speed, then a phase of self-similar behavior during which u N decreases like time to some power. In the non-rectangular cross-section channel, the first two stages appear, but the self-similar phase is attained only when the cross-section shape is given by a power-law. When the cross-section of the channel expands upwards, the speed of propagation is larger, and the decay of speed after the slumping stage is weaker, than in the classical rectangular counterpart. The theoretical results are in good agreement with previously published experimental data, but a sharp comparison is not feasible because the experiments were performed in full-depth-lock configurations where the one-layer model is not expected to be accurate.

Received 31 July 2012
Accepted 05 January 2013
Published online 22 February 2013
Publisher error corrected 27 February 2013

Acknowledgments:
We thank Professor L. P. Thomas for providing the data for Fig. 18. M.U. acknowledges the hospitality of the Institute of Applied Mechanics, National Taiwan University, Taipei, Taiwan, where a part of this research was conducted.

Article outline:

I. INTRODUCTION
II. FORMULATION
III. FINITE-DIFFERENCE RESULTS
A. Power-law cross-section, *f*(*z*) = *bz* ^{α}
B. Cross-section with *f*(*z*) = *c* + *bz* ^{α} functions
IV. DAM-BREAK AND THE CONSTANT SLUMPING *u* _{ N }
A. *f*(*z*) = *z* ^{α} (dimensionless)
B. *f*(*z*) = *c* + *bz* ^{α}
C. Circle-sector channel
D. V-shape valley channel
V. SIMILARITY SOLUTIONS
VI. COMPARISON WITH EXPERIMENTS
VII. CONCLUDING REMARKS

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