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<br />II <br /> <br />, <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />CHAPI'ER VI <br /> <br />INTRODUCTION TO STREAM CLASSIFICATION <br /> <br />WHY CLASSIFY COLORADO STREAMS <br /> <br />There are three purposes in classifying stream channels within the State of Colorado as pan of the <br />development and funding of rehabilitation projects. First, the stream classification methodology should <br />serve as an indicator of the dominant physical processes present in the river system of interest. Second, <br />the classification methodology should aid in the judging of competing restoration projects. Third, the <br />classification should allow for clear communication between all panies involved in restoration projects for <br />design information and cost. <br /> <br />UNDERSTANDING THE RIVER ENVIRONMENT <br /> <br />Rivers are dynamic features of the eanh's surface that change over time. A basic understanding of the <br />physical processes that are responsible for river form is needed in order to work within the river <br />environment. Unlike static features on the earth's surface, such as a road, there is no template for the <br />construction of a river. The geometry of a river is self adjusting in response to the water and sediment that <br />is supplied to them. Over time, changes in water and sediment supply result in channel adjustment. <br /> <br />Rivers are never in equilibrium or rigid. Consistency of form best describes a "stable" river pattern, <br />although river form often changes due to various natural constraints found in the physical and ecological <br />setting of a river system. The essential governing variables of the river pattern are the water discharge and <br />sediment load with stream gradient and bed-material composition funher characterizing the power and <br />mobility of the stream channel. The relationship of these governing variable to one another was <br />summarized by Emery Lane in 1957 in the following relationship: <br />G.D. - Q S EQ.I0 <br /> <br />The product of discharge, Q, and stream gradient, S, is the power available within the stream to transpon <br />the supply of water and sediment within the stream channel. The mobility of the channel bed depends on <br />the supply of sediment, panicularly the sediment that is in motion from the channel bed, G., and the <br />characteristics size of the sediment panicles the compose the channel bed, D.. <br /> <br />As a river increases in power and mobility it becomes less predictable. Figure 1 illustrates the increasing <br />uncenainty and risk that occurs with increasing power and mobility. In is important in the rehabilitation <br />of stream channels that the physical difficulty and uncenainty associated with the work be understood and <br /> <br />Vl-l <br /> <br />97..Q60.001 <br />