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<br />520 <br /> <br />TOPPING Ef AL: COLORADO RIVER SEDIMENT TRANSPORT, 1 <br /> <br />Grand Canyons was more sensitive to annual changes in the <br />sediment supply than was bed elevation in the predam river in <br />Glen Canyon. To determine the potential differences in the <br />degree of sediment supply limitation in Marble and Grand <br />Canyons versus Glen Canyon, we examined: (1) the differences <br />in coupled hysteresis in suspended-sediment concentration, <br />grain size, and bed elevation at the Grand Canyon and Lees <br />Ferry gages and (2) the differences in vertical trends in grain size <br />in predam flood deposits in Glen, Marble, and Grand Canyons. <br /> <br />5.1. Differences in Annual Hysteresis in Sediment <br />Concentration and Grain Size <br /> <br />Because the groundwater and surface-water input to the <br />Colorado River between the Lees Ferry and Grand Canyon <br />gages is typically small, Ihe downstream increase in flow be- <br />tween these gages is minimal. Indeed, the long-term average <br />increase in discharge between the Lees Ferry and Grand Can- <br />yon gages based on data from water years 1923-1962 was only <br />13 m3/s (i.e., an increase of only 3% over the mean-daily <br />discharge at Lees Ferry during this period). Because the down- <br />stream increase in discharge is slight, suspended-sediment con- <br />centration as a function of discharge at the two gages can be <br />compared without correcting for downstream changes in flow. <br />In the predam era the magnitude of annual hysteresis in <br />suspended-silt and clay concentration was comparable at each <br />gage (Figure 4a), but the magnitude of annual hysteresis in <br />suspended-sand concentration was much greater at the Grand <br />Canyon gage (Figure 4b).J\tthe Grand Canyon gage, suspend- <br />ed-sand concentrations were much lower during the period <br />from June 1 through July 20 (i.e., the last portion of the rising <br />limb and most of the receding limb of the typical snowmelt <br />flood) than those measured in similar flows during the rest of <br />the year. This systematic annual variation in suspended-sand <br />concentration at this site arose because the first portion of the <br />snowmelt flood reduced the supply of the finer (i.e., 0.0625- <br />0.25 nun) sand (Figures 40 and 4d). Thus the annual hysteresis <br />in suspended-sand concentration at the Grand Canyon gage <br />was coupled to an annual hysteresis in grain size, with the <br />suspended sand sampled from June I through July 20 typically <br />being coarser than that sampled during the rest of the year. In <br />contrast, at the Lees Ferry gage, relatively little annual hyster- <br />esis in concentration or grain size existed for either the finer or <br />the coarser sand (Figures 4b, 40, and 4d). <br />In addition to the difference between the magnitudes of the <br />annual hysteresis in suspended-sand concentration a flow- <br />dependent difference also existed between the sand-transport <br />rates at the Grand Canyon and Lees Feny gages. On average, <br />in the predam river, more silt and clay were in suspension than <br />sand, but flow-dependent differences in sand-transport rates <br />were lar.ge enough to dominate the total fine-sediment (i,e., <br />sand, silt, and clay) data [see Howard and Dolon, 1981, Figure <br />12]. Sand-transport rates were generally higher at the Lees <br />Ferry gage than at the Grand Canyon gage during low flows, <br />whereas the opposite was true during high flows depending on <br />season. In flows below about 200-300 m3ts, suspended-sand <br />concentrations were substantially higher at the Lees Ferry gage <br />than at the Grand Canyon gage (Figures 4b, 4c, and 4d). In <br />contrast, in flows in excess of about 400-500 m3ts the opposite <br />was generally true but also depending on both grain size and <br />season (Figures 4c and 4d). At these higher flows and occur- <br />ring independently of season, the concentration of suspended <br />coarser (i.e., >0.25 mm) sand was typically higher at the Grand <br />Canyon gage than at (he Lees Ferry gage, Fur finer sand, <br /> <br />however, sand-transpon rates at the two gages generally dif- <br />fered only during the initial portion of the annual snowmelt <br />flood (i.e., when flows first exceeded about 400-500 m'ts). <br />During this initial period of higher flows, concentrations of <br />suspended finer (0.0625-0,25 nun) sand were substantially <br />higher at the Grand Canyon gage. Then, in similar high flows <br />during the latter part of tbe snowmelt flood (i.e., after about <br />June 1), concentrations of suspended finer sand at the Grand <br />Canyon gage decreased to become comparable to those at the <br />Lees Ferry gage. <br /> <br />5.2. Discussion of Differences in Annual Hysteresis <br />in Sediment Concentration and Grain Size <br /> <br />The difference between the magnitudes of coupled annual <br />hysteresis in suspended~sand concentration and grain size be- <br />tween the Grand Canyon and Lees Feny gages suggests that <br />the predam Colorado River in Grand Canyon was annually <br />supply-limited with respect to sand to a far greater degree than <br />it was in Glen Canyon. Though annual hysteresis existed in the <br />concentration of silt and clay at both gages, it was of the same <br />magnitude, suggesting that the degree of annual supply limi- <br />tation with respect to silt and clay was similar in both Grand <br />and Glen Canyons. Because substantial annual hysteresis in <br />suspended-sand concentration existed in the finer (0.0625-0.25 <br />DlID) sand at the Grand Canyon gage, the river in Grand <br />Canyon was probably supply-limited with respect to this size <br />class of sand on an annual timescale. This represented an <br />annual supply limitation with respect to 80-90% of the sizes of <br />sand in transport (based on the data presented in Figure 4). <br />Because little annual hysteresis existed in the concentration of <br />coarser (>0.25 mm) sand at the Grand Canyon gage, the river <br />in Grand Canyon was either not annually supply-limited with <br />respect to this size class of sand, or it was supply limited with <br />respect to this size class of sand on a timescale that was longer <br />than either (1) the period between sediment-resupplying <br />events to Marble Canyon and upper Grand Canyon or (2) the <br />length of time required to transport sand coarser than 0.25 mm <br />out of Marble Canyon and upper Grand Canyon. <br />The difference in sand-transport rates between the Grand <br /> <br />Figure 4, (Opposite) Predam sediment concentrations as a <br />function of water discharge at the Lees Feny and Grand Can- <br />yon gages shown at the same scale. Cross-hatched region over- <br />laying the Grand Canyon gage data in Figure 4 indicates the <br />region in coneentration-discharge space occupied by the Lees <br />Ferry data. Silt and clay concentrations were generally uniform <br />at both gages, indicating no demonstrable storage of silt and <br />clay in Marble Canyon and the upper Grand Canyon. At low <br />flows, sand concentrations at the Lees Ferry gage were higher <br />than at Grand Canyon gage, indicating sand accumulation in <br />Marble Canyon and upper Grand Canyon. At high flows the <br />stored sand was eroded from this reach, as reflected by the <br />initially higher sand concentrations at the Grand Canyon gage. <br />Sources of data are as follows: at the Grand Canyon gage, the <br />620 suspended-sediment samples collected (with modern sam- <br />pling equipment) from June 6, 1944, through December 19, <br />1962, and analyzed for grain size, and at the Lees Feny gage, <br />the 504 suspended-sediment samples collected from July 21, <br />1949, through December 19, 1962, and analyzed for grain size. <br />(a) Suspended-silt and clay concentrations at the two gages. (b) <br />Suspended.sand concentrations at the [wo gages. (c) Coneen. <br />trations of suspended finer (0.0625-0.25 mm) sand at the two <br />gages. (d) Concentrations of suspended coarser (>0.25 mm) <br />sand at the two gages, <br />