Laserfiche WebLink
<br />0 3Q,OOO <br />z <br />0 i , ~ <br />() <br />w <br /><n <br />0: 25,000 f\ <br />w <br />a. i <br />f- {\i <br />w <br />w '\ ^ <br />u. <br />() 20,000 <br />iii <br />:J <br />() <br />;;:: <br />w. 15,000 <br />'" <br />0: <br />0: <br />I <br />() <br /><n 10,000 <br />i5 <br /><n <br />:J <br />0 <br />W <br />Z 5,000 <br />;:: V <br />Z <br />0: I <br />f- <br /><n i <br />;;:: 0 <br /> ~ ~ ~ ~ ~ ~ ~ <br /> ~ ~ ~ <br /> m m ~ ~ ~ ~ <br /> m m m m m <br /> <b d> 6 N '" ~ <br /> "- "- <br /> "- "- "- "- "- <br /> DATE <br /> <br />F~9ure 28. An example of large dam-induced daily fluctuations in the <br />discharge of the Colorado River at Lees Ferry. <br /> <br />As a result of the changing operation of Glen <br />Canyon Dam through time, the discharge characteristics <br />of the Colorado River at Lees Ferry have changed <br />substantially during the four decades since closure of the <br />dam; the median discharge has generally increased, and <br />the duration of lower discharges has progressively <br />decreased (fig, 29), Thus, during each decade, as <br />discharges less than 9,000 ft3/s became less common, the <br />discharge of the river became progressively more <br />conducive to the conveyance of sand through or the <br />erosion of sand from Marble and upper Grand Canyons. <br />The median discharge for the entire post-dam period of <br />March 14, 1963, through September 30, 2000, was <br />12,600 ft3/s. During the initial reservoir-filling period of <br />March 14, 1963, through December 31, 1970, the <br />median discharge was 9,490 ft3/s, and the discharge <br />of the river was greater than 9,000 ft3/s 52,7 percent of <br />the time. During the 1970s, the median discharge was <br />11,600 ft3/s, and the discharge of the river was areater <br />',. " 3 b <br />than 9,000/t Is 62.2 percent of the time. During the <br />I 980s, ,the combination of the wet-weather conditions in <br />the Upper Basin and the full reservoir resulted in the <br />highest decadal median discharge, 15,900 ft3/s, Discharge <br />of the river during the I 980s was greaterthan 9,000 ft3/s <br />75.5 percent of the time, Due to the constraints placed on <br />dam operations in 1991, the I 990s were the post-dam <br />decade with the most discharges conducive to the <br /> <br />o 1,000,000 <br />z <br />o <br />() <br />w <br /><n <br />0: <br />w <br />a. <br />tJ 100,000 <br />w <br />u. <br />() <br />iii <br />:J <br />() <br />;;:: <br />ui <br />'" <br />0: <br />0: <br />I <br />() <br /><n <br />i5 <br /><n <br />:J <br />o <br />W <br />Z <br />0: <br />f- <br />Z <br />;:: <br /><n <br />;;:: <br /> <br />SAND <br />CONVEYANCE <br />OR <br />EROSION <br /> <br />10,000 <br /> <br />~ 1980s <br />...J 755% <br /> <br />PRE-DAM Z 1960s t <br />'- 44.3% ~ 52.7% 1990s <br /> <br />,,\ ::.::.' , :4 197~s ' 082.6% <br />"""=.::s, - 6./--2,2% I <br />.""--...... :-- <br />.... - <br />. .i:7-.~,~" ~...~......._..~~...~-: ~_.. <br /> <br />.,..,....\ <br /> <br /> <br />SAND <br />ACCUMULATION <br /> <br /> <br />1,000 <br /> <br />1000 <br /> <br />10 ~ ~ ~ ~ 00 ro 00 00 1( <br />PERCENTAGE OF TIME EQUALED OR EXCEEDED <br /> <br />EXPLANATION <br />19605 (March 14, 1963-0ecember 31,1970) <br />19705 (January 1, 1971-December 31, 1980) <br />1980s (January 1, 1981-December 31, 1990) <br />19905 (January 1, 1991-September 30. 2000) <br />-..- PRE-DAM (May 8, 1921-March 12, 1963) <br /> <br />Figure 29. Flow-duration curves for the Colorado River at Lees Ferry from each <br />of the four post.dam decades and the entire pre.dam period, The gray shaded <br />regmn shows the pre-dam discharge range under which sand accumulated in <br />the reach between the lees Ferry and Grand Canyon gaging stations, in Marble <br />and upper Grand C~nyons. The ~ercentag~s of time when these discharges <br />were exceeded durmg each period are mdlcated in italics. <br /> <br />conveyance of sand through or the erosion of sand from <br />Marble and upper Grand Canyons. Although the median <br />discharge during the 1990s (13,500 ft3/s) was less than <br />that during the 1980s, the I 990s had the longest duration <br />of discharges greater than 9,000 ft3/s (82.6 percent of the <br />time), <br /> <br />In addition to greatly reducing the duration of <br />flood flows and progressively eliminating lower flows, <br />operation of the dam has eliminated the seasonality <br />from the annual hydrograph of the Colorado River <br />(fig. 30). Prior to closure of the dam, the lowest discharge <br />month was January, with a median discharge of 5,140 ft3/s <br />(fig. 30A) and a minimum discharge of 578 ft3/s (fig. <br />30B), and the highest discharge month was June, with a <br />median discharge of 51,200 ft3/s (fig. 30A) and a <br />maximum discharge of 170,000 ft3/s (fig. 30B). During <br />the post-dam period of record, the highest-discharge <br />month was August, with a median discharge of <br />16,400 ft3/s, and the lowest discharge month was October, <br />with a median discharge of 10,200 ft3/s (fig, 30A). <br /> <br /> <br />48 Computation and Analysis of the Instantaneous-Discharge Record for the Colorado River at Lees Ferry, Arizona-May 8,1921, through September 30, 2000 <br />