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<br />. <br /> <br />11 <br /> <br />2.2.2 <br /> <br />Qualitative Response of River Systems <br /> <br />. <br /> <br />Many rivers achieve a state of approximate equilibrium throughout long <br /> <br />reaches. Conversely, many streams contain long reaches that are actively <br /> <br />aggrading or degrading. Regardless of the degree of channel stability, man's <br /> <br />. <br /> <br />local activities may produce major changes in river characteristics both <br /> <br />locally and throughout an entire reach. <br /> <br />Predicting the response to channel development is a very complex task. <br /> <br />. <br /> <br />There are a large number of variables involved in the analysis that are <br /> <br />interrelated and can respond to changes in a river system and in the continual <br /> <br />evolution of river form. To predict the response to channel development, an <br /> <br />. <br /> <br />understanding of the direction and magnitude of change in channel character- <br /> <br />istics caused by actions of man and nature is required. This understanding <br /> <br />can be obtained by: (1) studying the river in a natural condition; (2) having <br /> <br />. <br /> <br />knowledge of the sediment and water discharge; (3) being able to predict the <br /> <br />effects and magnitude of man's future activities; and (4) applying to these, <br /> <br />a knowledge of geology, soils, hydrology, and hydraulics of alluvial rivers. <br /> <br />. <br /> <br />Because such a prediction is necessary, useful methods have been developed <br /> <br />to predict both qualitative and quantitative response of channel systems to <br /> <br />change. <br /> <br />. <br /> <br />2.2.2.l Prediction of General River Response to Change <br /> <br />Prediction of response can be made if all of the required data are known <br /> <br />with sufficient accuracy. Usually, however, the data are not sufficient <br /> <br />. <br /> <br />for quantitative estimates, only for qualitative estimates. Past studies <br /> <br />and investigations conclude that: <br /> <br />. <br /> <br />l. Depth of flow Y is directly proportional to water discharge Q. <br /> <br />2. Channel width W is directly proportional to both water discharge <br /> <br />Q <br /> <br />and sediment discharge <br /> <br />Q . <br />s <br /> <br />. <br />