The channel is prismatic: its width depends on height, not on . A layer of depth has cross-sectional area . Volume conservation gives . With , the integrated excess hydrostatic pressure force is
Thus the streamwise momentum balance is . Under the specified vertical-settling approximation, the horizontal projection of the depositional boundary has width , so the particle balance is , where is the downward speed magnitude. The prismatic triangular-channel shallow water equations are therefore
The pressure coefficient is the section-weighted mean of . The factor two in deposition comes from top width divided by area. There is no streamwise widening term, because is constant along the channel.
Define the positive characteristic speed scale . In variables the equations become
The coefficient matrix of this hyperbolic system has eigenvalues . Hence the three characteristic families are
Along , the concentration equation is the ordinary differential equation . Along , the left eigenvectors give the sedimenting triangular-channel characteristic compatibility equations
Here every derivative in a given equation follows that characteristic family, and . These three compatibility equations form the characteristic description; they are not three independent closed equations for all fields on any one curve. In particular, are not conserved Riemann invariants when the concentration varies: its differential and the deposition source must both be retained. The description assumes ; the dry or zero-buoyancy limit is degenerate.
For the prismatic triangular-channel shallow water equations, . The characteristic speeds are . Along , . Along , the hyperbolic system has compatibility relation
The concentration differential cannot generally be discarded to obtain Riemann invariants . Positive depth and concentration are required for this nondegenerate form.