<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,
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