Laserfiche WebLink
<br />~ <br />....) .. <br /> <br />Of.l2523 <br /> <br />Draft: Test Flood Effects on Lake Powell <br /> <br />7 <br /> <br />Powerplant, Technical Record of Design and <br />Construction. A Water Resources Technical <br />Publication. United States Bureau of Reclamation. <br />Washington, D.C. <br />1995. Operation of Glen Canyon Dam Final <br />Environmental Impact Statement. Department of <br />Interior. Department ofInterior. Salt Lake City. <br />--. 1996. Record of Decision for Operation of Glen Canyon <br />Dam Final Environmental Impact Statement. <br />Department of Interior. Department of Interior. <br />Washington, D,C. <br />U.S. Geological Survey, 1996. Water Resource Data for <br />Arizona. Water Year 1996. Water Data Report. <br />AZ-96-1. U.S. Geological Survey, Department of <br />Interior. Washington, D.C. <br />Ward, J. V. and J. A. Stanford. 1983. The intermediate <br />disturbance hypothesis: an explanation for biotic <br />diversity patterns in lotic ecosystems. Pages 347- <br />356, in T. D. Fontaine & S. M. Bartell (eds), <br />Dynamics of Lotie Ecosystems. Ann Arbor <br />Science, Ann Arbor. <br />Valdez, R. A., T. L. Hoffnagle, W. C. Leibfried, C. C. <br />McIvor, T. McKinney, R. S. Rogers. 1998. Effects <br />of an Experimental Flood on Fishes of the <br />Colorado River in Grand Canyon. Ecological <br />Applications. (In press). <br />Wetzel, R.G. 1975. Limnology. W.B. Saunders Co., <br />Philadelphia, P A. <br /> <br />FIGURE CAPTIONS <br />Fig. 1: Structure of Glen Canyon Dam with <br />location and discharge capacity of outlet <br />structures. Fig. 2: Map of Lake <br />Powell with sampling station locations. <br />Utah and Arizona, USA. <br />Fig. 3: Discharge (m'/s), temperature (oC), <br />conductivity (flS/cm), dissolved oxygen <br />(mgIL), and wind speed (krn/hr) for 22 <br /> <br />March to 23 April 1996 at the penstock <br />draft tubes in Glen Canyon Dam, AZ. <br />Fig. 4: Synoptic channel profiles of Lake Powell, <br />AZ and UT, for conductivity (flS/cm, plots <br />A-F) and dissolved oxygen (mgIL, plots G- <br />L) in winter and spring of 1994 to 1996, <br />comparing seasonal shifts in chemoclines <br />for the test flood and 2 previous years. <br />Contour interval ~ 25 flS/cm for SC, <br />0.5 mgIL for DO. Penstock, ROWand <br />sampling stations elevations indicated on <br />plotA. <br />Fig. 5: Temporal isopleths of conductivity <br />(flS/cm), dissolved oxygen (mgIL) at the <br />Wahweap fore bay station demonstrating <br />upwelling and chemocline migration, 1994 <br />to 1997. <br />Fig. 6; Detailed synoptic channel profiles to river <br />Ian 90 of Lake Powell, AZ and UT, <br />showing shifts in conductivity (flS/cm, <br />plots A to D), dissolved oxygen (mgIL, <br />plots E to H), gradients from 28 February <br />to 21 April 1996. Penstock and ROW <br />elevations indicated on plot A. Sampling <br />stations indicated on plot B. <br />Fig. 7; Discharge (m'/s), temperature ("C), <br />conductivity (flS/cm), dissolved oxygen <br />(mgIL), and pH for 24 March to 5 April <br />1996 at Lees Ferry, AZ. <br />Fig. 8: Rate of change (unit/day) for temperature <br />(oC), dissolved oxygen (mgIL), and <br />conductivity (flS/cm), before, during, and <br />after the test flow from Wahweap to Oak <br />Canyon, Lake Powell, AZ and UT. <br /> <br />" <br />