RT Journal Article SR Electronic T1 Two-stage channel systems: Part 2, case studies JF Journal of Soil and Water Conservation FD Soil and Water Conservation Society SP 286 OP 296 VO 62 IS 4 A1 George E. Powell A1 Andrew D. Ward A1 Daniel E. Mecklenburg A1 Joe Draper A1 William Word YR 2007 UL http://www.jswconline.org/content/62/4/286.abstract AB This paper presents case studies with two-stage channel geometries that were sized based on geomorphic principles. Geomorphic data were collected at the project site and throughout the watershed. Watershed specific regional curves were developed for each project. Factors considered in sizing each system were the widths and depths of the inset channels that were associated with the channel forming discharge, bench widths, and the side slopes of the banks of the second stage. The channel-forming discharges for the inset channels corresponded with appropriate recurrence intervals for the region. The approach leaves the preconstruction inset channel intact and constructs, or widens, benches at elevations consistent with channel-forming and regional curve concepts. Two-stage channel system construction was discovered to be easier than clean out operations for traditional trapezoidal channel maintenance. Overall, two-stage channel projects cost more than traditional channel maintenance, but they have an anticipated improved design life. Since construction, cross-section surveys were periodically made for two case studies. No elevation changes were found in the benches, but the inset channels have narrowed.