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<br />NAV Sand Bar Studies <br /> <br />Final Report <br /> <br />j <br />3 <br />~ <br />i<. <br />~,~ I <br />~ <br />~~ <br />~"~ <br />,. <br />;1 <br /> <br />REFERENCES <br /> <br />Andrews. E.D,. C.E, Johnston, J,c. Schmidt, and M,Gonzales, Topographic evolution of sand bars, in The <br />Controlled Flood in Grand Canyon, Geophys, Monogr. Ser" vol. 110, edited by R.H, Webb, J,c. Marzolf, <br />and R.A. Valdez, pp, 117-130, AGU, Washington, D,C., 1999. <br /> <br />,:1 <br />,::oj <br />'.il. <br />" <br />':~~ <br />.' <br /> <br />Anima, R,J., M,$, Marlow, D.M, Rubin, and DJ, Hogg, Comparison of sand distribution between April 1994 <br />and June 1996 along six reaches of the Colorado River in Grand Canyon, Arizona, V,S. Geol. Surv. Open- <br />File Report 98-141, 33 pp" 1998, <br /> <br />.., <br />"} <br />"~ <br />" <br />, <br /> <br />II. <br /> <br />., <br />~ <br />~ <br />, 1.~ <br />1>", <br /> <br />Beus, $, S" C. C. Avery, L. E, Stevens, M. A. Kaplinski, and B, L. Cluer. The influence of variable discharge <br />regimes on Colorado River sand bars below Glen Canyon Dam, in The Influence of Variable Discharge <br />Regimes on Colorado River Sand Bars below Glen Canyon Dam. edited by $,$, Beus and c.c. Avery, <br />Final Report to Glen Canyon Environmental Studies, Northern Arizona Univ,. Flagstaff, Arizona, 1992, <br /> <br />Cluer, B, L., Cyclic fluvial processes and bias in environmental monitoring, Colorado River in Grand Canyon, J. <br />Geo(., 103,411-421,1995, <br /> <br />Collier, M" R.H, Webb, and E,D. Andrews, Experimental flooding in Grand Canyon, Sci. Amer" 276, 82-89, <br />1997, <br /> <br />Dolan, R., A, Howard, and D, Trimble, Structural control of the rapids and pools of the Colorado River in the <br />Grand Canyon, Science, 202. 629-631,1978, <br /> <br />i....- <br /> <br />Edwards, T.K" and G,D, Glysson, Field methods for measurement of fluvial sediment. U.S, Geo(, Surv, Open- <br />File Report 86-531, 118 pp" 1988, <br /> <br />~~~; <br />~~ <br />,!." <br />'<. <br /> <br />Folk, R,L., Petro(ogy of Sedimentary Rocks, Austin, TX, Hemphill, 182 pp., 1974. <br /> <br />';".: <br />;"" <br />.~{ <br /> <br />:-~: <br /> <br />Graf, J, B" J. E, Marlow, G, G, Fisk, and $, M, D, Jansen, Sand storage changes in the Colorado River <br />downstream from the Paria and Little Colorado Rivers, June 1992 to February 1994. U.S, Geol, Surv, <br />Open-File Report 95-446,61 pp" 1995, <br /> <br />:~. <br /> <br />Graf, J,B" R,H. Webb, and R, Hereford, Relation of sediment load and floodplain formation to climatic <br />variability, Paria River drainage basin, Utah and Arizona, Geol. Soc. Amer, Bull., 103, 1405-1415, 1991. <br /> <br />'.' <br />>~ <br />'''''j <br />r~ <br />~ <br /> <br />Grams, p" and LC. Schmidt, Integration of photographic and topographic data to develop temporally and <br />spatially rich records of sand bar change in the Point Hansbrough and Little Colorado River confluence <br />study reaches, Final report to Grand Canyon Monitoring and Research Center, Utah State U" Logan, UT, <br />1999, <br /> <br />~'o:' <br />. ;,,~ <br />'~ <br />~-.: <br />~i <br />"f;. <br />,.;? <br />{", <br />,.,~ <br />'.' <br /> <br />Guy. H.P" Laboratory theory and methods for sediment analysis, V,S, Geol. Surv. Techniques of Water- <br />Resources Investigations, book 5, Chapter Cl, 58 pp" 1969. <br /> <br />;'~ . <br /> <br />.';, <br /> <br />Harpman, D.A" The economic cost of the 1996 controlled flood. in The Controlled Flood in Grand Canyon, <br />Geophys,Monogr, Ser., vol. 110, edited by R.H. Webb, J,c. Marzolf, and R,A, Valdez, pp, 351-357. AGU, <br />Washington, D.C" 1999, <br />Hazel Jr" J,E" M, Kaplinski. R, Parnell. M, Manone. and A. Dale, Topographic and Bathymetric changes at <br />thirty-three long-term study sites, in The Controlled F(ood in Grand Canyon, Geophys, Monogr. Ser., vol. <br />110, edited by R,H, Webb, J,c. Marzolf, and R.A. Valdez, pp, 161-184, AGU, Washington, D.C., 1999, <br /> <br />Howard, A, D" and R, Dolan, Geomorphology of the Colorado River, J, Geo(" 89,269-298,1981. <br /> <br />34 <br />