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<br />GJ0193 <br /> <br />22 <br /> <br />this limits the potential total effect of evaporation On the river and in <br />general maintains the velocity for the normal range of discharges between <br />rather moderate velocity ranges. <br /> <br />TRANSLATORY WAVES <br /> <br />The phenomenon of translatory waves in the Arkansas River is apparent to <br />the hydrographer and others who have observed reservoir releases traveling <br />downstream. The translatory wave is also a phenomenon which has been reported <br />upon by flood victims in the southwest where normally dry arroyos have flash <br />floods and where the translatory wave is often described as a 'wall of water" <br />carrying trees and general debris. <br /> <br />The translatory wave phenomenon was studied in detail during the course <br />of this study by the use of ping pong balls, fluorescein dye, and numerous <br />temporary gaging stations set up to measure the river stage against time. It <br />was clearly evident by both the aerial observers and those manning the staff <br />gages that the wave front preceded the first water that was released from the <br />reservoir. This rise was associated with some turbulence, with a rather rapid <br />breaking up of the surface ice, turbid water, and debris. Near Granite the <br />full hydrograph rise for the Twin LakeS release took no longer than approxi- <br />mately five minutes, which was less than the time it took to open the gates. <br />The sharp rise was notably uniform to about Salida. <br /> <br />One of the characteristics noted On the Arkansas River work was that the <br />ping pong balls and other floats, which represented the surface flow velocity, <br />tended to stay with the wave front rather than to fall back with the dye, the <br />dye being fully integrated throughout the full depth of the water, and much <br />slower. <br /> <br />ROUTING <br /> <br />Stream flow routing is a technique used in hydrology to compute the effect <br />0' channel storage on the shape and movement of a flood wave. For natural <br />water courses, empirical data based on the study of many flood hydrographs at <br />various locations on the river are necessary, to prepare a workable flood <br />routing procedure. Flood routing has been successfully used on large rivers <br />in the midwest region of the United States where mean river velocities are low. <br />We attempted to apply the Muskingum Method of flood routing to reservoir water <br />released on the Arkansas River. The results of this attempt gave poor corre- <br />lation between the different Tuns. Perhaps development of more sophisticated <br />routing methods would prove more reliable and useful for the administration of <br />the Arkansas River. It would take considerable time and effort to develop a <br />mathematical routing procedure that would be accurate, and this procedure is <br />not recommended for use in travel time, transit loss studies on the Arkansas. <br />Its best use would be for flood forecasting. <br />