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<br />I <br />I <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 /> <br />Figure 3.2 Stream gaging and sediment sampling with a <br />truck-mounted boom. <br /> <br />Velocity measurements were made with a Marsh..McBirney meter at the 0.6 depth. Typically 15 to <br />25 stations were evenly spaced across the flow from bank to bank. A USGS type DH-49 suspended <br />sediment sampler was used for making suspended sample measurements. The sample was depth <br />integrated for several cross-stations using several bottles. During cable suspended measurements, a 65 lb., <br />3 inch x 3 inch nozzle Helley-Smith bedload sediment sampler was used to collect bedload samples at <br />regularly spaced stations. During hand suspended measurement, a hand held 3 inch x 3 inch Helly-Smith <br />sampler was utilized. <br /> <br />Bed material was sampled using both grid and grab sample techniques. A two foot square grid <br />with 0.1 foot division was used to sample cobble-gravel bed material. The photo analysis, grid by number <br />technique was utilized for gradation analysis (Kellerhals and Bray, 1971). Samples were taken at the Little <br />Snake sites and during the Yampa Canyon reconnaissance trip, but flows did not permit photo grid <br />sampling at the Yampa sites above Deerlodge Park. Bed, bar and bank grab samples of bed material were <br />also taken at selected Little Snake sites during lower flows. <br /> <br />3.4 Discharge Data <br /> <br />3.4.1 Daily Discharlle Data Above the Yampa Canyon. Sampling dates were scheduled through the <br />use of automated telemetry data stations through the Colorado State Engineer's Water Database. Three <br />sites used for this purpose were: <br /> <br />Yampa River at Mayben, CO <br /> <br />YAMAYBCO <br /> <br />Little Snake River near Lily, CO <br /> <br />LSRLILCO <br /> <br />Little Snake River near Dixon, WY <br /> <br />LSRDIXWY <br /> <br />I <br />I <br /> <br />The 1989 runoff season hydrographs for these sites are shown in Figs. 3.3-3.5, respectively. Some <br />of the data plotted were obtained as preliminary data and may change after review and evaluation; <br />however, for the purposes of scheduling field trips and evaluating the accuracy of the RCI collected data, <br />these results were considered adequate. <br /> <br />3-3 <br />