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<br />two stations that define a segment of the cross section that carries <br />a large percentage of the total discharge (PER Q in Flow Distribution), <br />the encroachment station may not be located properly because of errors <br /> <br />in interpolation. With overbanks that slope toward the channel, the <br />computed encroachment station would be on the conservative side. That <br />is, there would be less encroachment than if an accurate 'removal' of <br />conveyance had been achieved. <br /> <br />APPENDIX I <br /> <br />1-2 <br /> <br />h <br /> <br />~I;~'... <br />