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<br />0fl2,43S <br /> <br />is calibrated using'the collected data, it will then be used to estimate fu- <br />ture stream conditions for p.roJected populations and waste-treatment plant <br />efficiencies. <br /> <br />The steady-state model as described allows either: (1) Estimation of the <br />stream reaeration rate (K2) by using average depth and velocity relationships <br />for the reach, or (2) direct measurement of K2' For the YampaRiver study, K2 <br />may be measured using a procedure developed by Rathbun, Schultz, and Stephens <br />(1975), This procedure uses propane or ethylene as an inert-gas tracer that <br />is injected at a given concentration level at an upstream location, The gas <br />concentration is then measured at desired stream locations below the injection <br />point. As noted by Rathbun, the average gas-tracer loss rate to the atmos- <br />phere is in di rect proportion to the average reaeratlon rate for that reach, <br />A. laboratory procedure for the analysis of the gas tracer (Schultz and others, <br />1975) has been developed, <br /> <br />This study would expand on the basin water-qual ity management plan made <br />previously by a consultant for the Colorado Department of Health as part of <br />the U.S. Environmental Protection Agencytsrequlrement under section 303(e) of <br />the Federal Water Pollution Control Amendments of 1972 (PL 92-500). The Yampa <br />River basin assessment will augment this previous study and will aid the U,S, <br />Envl ronmenta I Protection Agency in areawl de waste-treatment management stud ies <br />(Terry Anderson, oral commun., 1975) present Iy being conducted in the Colorado <br />counties of the basin. <br /> <br />Sediment Transport <br /> <br />A potent I a lly cri t I ca J Impact resul ting from st ri p-min ing of coal I s land <br />denudation and the transpOrt of surficial sol I material through air and water, <br />Secondary effects contributing to further soil eros ion include the fol lowing: <br /> <br />a. Canst ruct ton of roads, ra I I Ii nes, reservo i rs ,power plan ts, and <br />pipel ines; <br /> <br />b. Urban growth, such as construction of private homes, and publ icand <br />commercial' bu i Idings; <br /> <br />c. Alterations In land~use and management, Including logging, grazing, <br />dry-land farming, and irrigated croplands. <br /> <br />As the Yampa River basin Is a relatively water-deficient region, increas- <br />es in sediment loadings in the stream system may adversely 'affect direct uti 1- <br />Ization of surfa,ce-water resources. These adverse effects would extend to <br />onstream reservoirs and to attempts to upgrade land use in selected areas, for <br />example, by converting land from grazing to irrigated croplands. <br /> <br />Records of daily sediment concentration and load downstream of outflow <br />points of the Yampa River and the Little Snake River subbasins are few and of <br />short duration. Daily sediment records on the Green River mainstem above and <br />below the confluence with the Yampa River may be of Some assistance. <br /> <br />Both basinwide and site-specific sediment-modeiing studies are proposed <br />for inclusion in the basin assessment. Available models for possible appl ica- <br /> <br />20 <br /> <br />_ zli <br />