Laserfiche WebLink
<br />22 The State of the Colorado River Ecosystem in Grand Canyon <br /> <br />ies, this program extended from July through December <br />1983. On the mainstem, this program included the <br />periods from July through December 1983 and October <br />1985 through January 1986. All suspended-sediment <br />samples collected under this program were analyzed for <br />grain size to allow use in constructing sand budgets. <br />The sand budget for the Colorado River in Marble <br />and Grand Canyons used in the EIS was constructed by <br />Randle and Pemberton (1987) and Pemberton (1987). <br />For tributalY sand input, they constructed stable sand- <br />rating curves by using all of the historical and 1983 <br />data from the Paria River, the Little Colorado River, <br />and Kanab Creek. They also included an estimate for <br />the sand supply from the lesser tributaries. Pemberton <br />(1987) developed stable sand-transport rating curves at <br />the five mains tern locations based on the USGS 1983-86 <br />data, and the EIS states, "The sand transport equations <br />of Randle and Pemberton (1987) and Pemberton (1987) <br />were used for these computations" (U.S. Department of <br />the Interior, 1995, p. 95) in reference to the sediment <br />budget presented in figure III-IS of the EIS (and repro- <br />duced here as fig. 2). Therefore, the EIS sediment bud- <br />get was based on the assumption of stable sand-transport <br />rating curves. Results of recent studies presented in the <br />following section suggest that this assumption is incorrect <br />for the Colorado River below Glen Canyon Dam. <br /> <br />30 <br /> <br /> <br />Vi 25 Lees Ferry to Phantom Ranch__ <br />c <br />B <br /> <br />.9 20 <br /> <br />.5. 15 <br />w <br />0> <br />co <br />B 10 <br />Vl <br />-c <br />c <br />~ 5 <br />w <br />> <br />og 0 <br />~ <br />E <br />8 .5 <br /> <br />. ..;'-"\ <br />. ........-- ,..,: .. <br />.......... \. <br /> <br />Net loss <br /> <br />\.. <br />Lees Ferry to ~ "- <br />'.- <br />Little Colorado River <br /> <br />-10 <br /> <br />1964 <br /> <br />1968 <br /> <br />1972 <br /> <br />1976 <br /> <br />1980 <br /> <br />1984 <br /> <br />1988 <br /> <br />Figure 2. Reproduction of figure 111-15 from the final <br />environmental impact statement (EIS) (U.S. Department of the <br />Interior, 1995), which shows the sand budget as computed <br />by Randle and Pemberton (1987). Recent studies refute the <br />conclusion of the EIS that sand accumulates on the bed of the <br />Colorado River over multiple years under normal dam operations. <br />(Phantom Ranch is the location of the Grand Canyon gage.) <br /> <br />Studies Since 1996 That Refute <br />the Environmental Impact <br />Statement Findings <br /> <br />1992 <br /> <br />Research and monitoring conducted during and <br />after the 1996 BHBF experiment, also known as the <br />1996 controlled flood, have led to several findings that <br />refute the EIS predictions for sand conservation and <br />suggest that the implementation of this strategy has <br />not led to sustainable restoration and maintenance of <br />sandbars in either .Marble or Grand Canyon. Instead, <br />the canyons' sandbars continue to erode (figs. 3-6). The <br />primary results of several of these studies are briefly <br />summarized below: <br /> <br />· Rubin and others (1998) and Topping and oth- <br />ers (1999) showed that the sand supply during <br />the 1996 BHBF was not as great as was assumed <br />before the experiment and that the sand on the <br />bed of the river and in suspension coarsened <br />dramatically as the upstream supply of sand <br />decreased over time during this flood. This pro- <br />cess led to flood deposits that coarsened vertically <br />upward (i.e., inversely graded deposits). <br /> <br />· Topping and others (2000a) demonstrated that <br />the grain size of sand on the bed of the Colorado <br />River can change by over a factor of four as func- <br />tions of tributary resupply of finer sand and higher <br />dam releases that winnow the bed and that this <br />factor-of-four change in bed-sand grain size cor- <br />responds to a change of two orders of magnitude <br />in the concentration of sand in suspension (for the <br />same discharge of water). Identification of this <br />dynamic process precludes the use of stable sand- <br />transport relationships in the Colorado River, <br />thus invalidating the approach used to construct <br />the sand budget in the EIS. Topping and others <br />(2000a) also showed that Randle and Pemberton <br />(1987) incorrectly predicted sand accumulation <br />in the Colorado River because the data they used <br />to verify their modeled stable sand-export rela- <br />tionships were from periods in the mid-1980s, <br />when sand in the river was anomalously coarse <br />and sand-transport rates were anomalously low <br />following prolonged releases above powerplant <br />capacity between 1983 and 1986. <br /> <br />. Rubin and Topping (200 I) showed that sand <br />transport in the postdam Colorado River in <br />Grand Canyon is regulated by both the discharge <br />of water and the grain size of the sand available <br />for transport in suspension. This information also <br />