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<br />2000 Dolores River, Big Gypsum study site <br /> <br />Over a three day period, May 16,17, and 18,2000, bathymetric data was collected <br /> <br />along a 3 km section of the Dolores in the Gypsum valley. As was the case with the Yampa <br /> <br />River, there were lower than normal runoff flows which hampered data collection using the <br /> <br /> <br />sonar. Several days were spent in June and July 2000 logging addition points by the walking <br /> <br /> <br />method. This walking method logs points from the GPS with a Psion data collector running <br /> <br /> <br />Field Face software. <br /> <br />Acoustic Doppler and Marsh McBernie Velocity Meters <br /> <br />For model calibration it is important to have observed measurements of depth and <br /> <br />velocity at known flows. While depth can be gathered using the same technologies that are <br /> <br />used in determining bathymetry, velocity measurements requires another set of instruments. <br /> <br />Two different technologies were used for measuring velocities in this project, the GPS and <br /> <br />flow meter/wading rod, and the GPS and Acoustic Doppler. Because of low summer flows <br /> <br />the boat mounted acoustic doppler was not used to gather velocity data in 2000. A detail <br /> <br />description of both techniques was given in last years report. <br /> <br />Data Reduction and Preparation <br /> <br />The use of GPS, sonar, and the COMLOG program produced a large number of <br /> <br />coordinate points at each site, and data sets had to be checked for quality and quantity. The <br /> <br /> <br />process followed that described in the 2000 report (Anderson and Stewart 2000). It involved <br /> <br /> <br />using an Excel macro written by Mr. Stewart that stripped out nonsensical or incomplete <br /> <br /> <br />points and the remaining points are to be used in the final survey. The macro eliminates all <br /> <br />non-RTK hits, indicated by a code 4 in the GGA string. Consistency in sonar data is also <br /> <br />16 <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 />I <br />