Laserfiche WebLink
and provide information on intra-annual variability; and 2) spatial intensive cross sections that <br />are surveyed and ancillary data collected once a year on a series of tightly spaced cross section to <br />provide information on changes within specific channel reaches. The spatially intensive cross <br />sections are placed upstream of the managed area, within the managed area, and downstream of <br />the managed area. The temporally intensive cross sections are a subset of the spatially intensive <br />cross sections. <br />Streamflow will be collected at a stream gage to be placed on the middle channel of the <br />Cottonwood Ranch property below the management activities. The gage will provide <br />streamflow discharge for that specific channel and total river flow comparisons with the gage, <br />Platte River at Overton, NE. Suspended-sediment concentration is collected at the streamflow <br />gage on the middle channel. Suspended-sediment concentration and the size distribution of the <br />suspended material provide information on changes in fine-grained sediment movement and <br />changes from the managed section upstream. To provide a continuous record of fine-grained <br />sediment transport, an Optical Backscatter sensor will be used. <br />Methods <br />1) Topographic survey - The procedure for surveying river cross-sections employs a survey- <br />grade global positioning system (GPS) to measure the location of bed, bank, and bar locations <br />relative to a fixed horizontal and vertical datum. The cross-section will be oriented orthogonal to <br />the principal flow direction in the reach considered, with the extents of the section delineated on <br />either bank with a permanent marker. <br />Cross section will be measured from either river left or river right depending on the surveyor's <br />field and office data reduction preferences. The surveyor will begin at a marker on one bank and <br />proceeds in a straight line toward the corresponding marker on the opposite bank. Rather than <br />making equally spaced measurements of position along the section the practice is to instead <br />define the `slope breaks' encountered. An example of a slope break could be the top of a bank <br />and the corresponding toe of the bank. The point at which the water surface intersects an island <br />or bank will also delineated. An important aspect of ineasuring these cross sections requires an <br />ability of the surveyor to recognize and delineate geomorphic features such as banks, bars, high <br />water marks, and water edge. <br />The GPS used in the topographic survey computes the position of a rover unit relative to a <br />known horizontal and vertical datum or base station using a satellite network and real time radio <br />communication between the base and rover. Positions will be precise to within 2 centimeters in <br />the vertical direction and 1 centimeter in the horizontal direction. The GPS requires a <br />`coordinate seed' or a known initial point from which to begin making measurements. An <br />arbitrary position could be selected but the best practice is to relate a survey to a reference <br />marker set by the National Geodetic Service (NGS). A listing of NGS benchmarks near the <br />Cottonwood Ranch property and the quality of the horizontal and vertical values are compiled in <br />Table 2. In addition, a number of UGSG elevation benchmarks are located in the vicinity. To <br />relate the research cross sections to a common reference, NPPD will set a series of bench marks <br />near the research activity.