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<br />c ,,-"-"'_~_"':.'c:..._~._=..; ..,~,';-, <br /> <br />/".,;.....,;.;.;.--..;;.;;':...._:: _'.:.:'..... __,_"""~~__""-_:'-c,_',,.,,i;^__v:;~:, ,.. ':L_';_::":''''__:::'.''''~__''' <br /> <br />~,,,.- -.,,~.~.. - ~:,::' ::~-~:~ -,:-,.,~~,-;~~ <br /> <br />cC. _ . ""..X:;'_C'.c .". C..."",,_" "~.'"~1""':;'~-,,".;c,.".' 7'1 <br /> <br />SUMMARY <br /> <br />Daryl B. Simons <br />Director, Engineering Research Center; Professor, Civil <br />Engineering, Colorado State University, <br />Fort Collins, Colorado, U.S.A. <br /> <br />INTRODUCTION <br /> <br />Alluvial river systems such_as the three examined in this wo~kshop <br />are very dynamic in nature and generally experience significant changes <br />in depth, width, alignment, and stability with time. A systematic <br />analysis is required to distinguish between changes due to the natural <br />dynamic characteristics of the system and those due to man's activities. <br />The changes may be defined a~ degradation, aggradation, and lateral <br />migration. Degradation and lateral migration can endanger adjacent <br />property, bridges, and other hydraulic structures while aggradation can <br />reduce channel capacity, increase lateral erosion, and increase the <br />flooding potential. <br /> <br />The dynami c nature of ri ver and watershed systems requi res that <br />local problems and their solutions be considered in terms of the entire <br />system. Natural and man-induced changes in a river frequently initiate <br />responses that can be propagated for long di stances both upstream and <br />downstream (Simons and Senturk 1977). Successful river util i zat i on and <br />water resources development require a general knowledge of the entire <br />watershed and river system and the processes affecting it. This goal <br />can be achieved only through a basic understanding and application of <br />physical processes governing channel response and the utilization of <br />physical and numerical techniques. <br /> <br />..----- <br /> <br />In the past the emphasis of research and ana lys is has been on <br />rivers with fine-grained alluvial beds and it is only recently that <br />attention has been focused on flow in gravel-bed channels such as the <br />Yampa River and Poplar Creek. In recent decades, though. increasing <br />human involvement with upland and mountain regions. activities such as <br />-agri cu1 ture, forestry. recreation, gravel mi ni ng, reservoi r construc- <br />tion, river regulation. and highway construction have affected the <br />gravel-bed river environment. Gravel-bed rivers have therefore increas- <br />ingly felt the impact of human activities and have themselves become the <br />focus of engineering projects. As a result. there is an urgent need for <br />the development of dynamic modeling techniques that can be applied to <br />the management of gravel-bed rivers. <br /> <br />Thi s summary is intended to hi gh 1 i ght the major themes of the <br />participants' papers regarding the scope, approaches, and data require- <br />ments for analyzing the general question of downstream river channel <br />changes associated with diversions or reservoir construction. The <br />summary will also relate these major themes to the instream aquatic <br />habitat, a task not specifically assigned to the participants in their <br />analysis. A careful reading of the papers which follow will reveal <br />striking consistencies in these areas as well as several interesting <br />digressions from what can be considered the usual thrust of river system <br /> <br />6 <br /> <br />. <br /> <br />. <br /> <br />. <br />