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<br />t:xceeding the m;Jximum Aood that h;JS <br />passed that fan {O date would be caust: LO <br />again monitor the dt:bris fan for change. <br />Conversely. changt: in any of tht:st: <br />parameters. panicularly after large ftoods. <br />is suggeslive of debris-fan reworking and <br />additional field-work is necessary. New <br />measures of fan volume and panicle-size <br />distribution are necessary to detennine <br />the fraction of deposit and classes of par- <br />ticles reworked by a given ~ood discharge <br />at the site. Effecls on the rapid are again <br />measured by water-surface fall through <br />the rapid. surface velocity. and calcula- <br />tions of slream power. New measures also <br />reser the baselint: for future measures of <br />rt:working. Changt:s in fan volume cou- <br />pled with particle-size dala can be used to <br />es.imale amount and sizes of coarse parti- <br />cles redistributed downstream to the pool <br />or cobble bars. <br /> <br />Fine Sediment <br /> <br />Changes in debris fans can be used to <br />assess the overall contributions of sand <br />from small tributaries to the upper reacht:s <br />of Grand Canyon. where sand bars are <br />diminished. Sand bars may be covered by <br />debris nows. eliminating their usefulness <br />as camping beaches. Monitoring of sand- <br />bar size downstream from aggraded <br />debris fans should be a consideration of <br />any long.lenn monitoring plan for coarse <br />sediment inpuls. The volume of fint: sedi- <br />ment in the upper pool could be moni- <br />tored in concert with debris fans by multi- <br />beam bathymetric measurt:mt:nts. As <br />reworking ~oods change the debris fan. <br />fine sediment is liberated from the upper <br />pool and is made available for storage <br />downstream in sand bars. <br /> <br />Benefits of Debris-Fan <br />Monitoring <br /> <br />Dala collected from the monitoring of <br />debris Rows will havt: a number of impor- <br />tant uses in lhe research and management <br />of the Colorado River ecosystem in Grand <br />Canyon. Annual monitoring provides <br />dt:tailed. up.to-dale information on <br />changes in Grand Canyon rapids and <br />eddies. MonilOring also provides an <br />empirical measure of the quantity and <br />panicle-size distribution of sediment <br />input to the Colorado River annually hy <br />debris flow as well as changes ill substral~ <br /> <br />that is importanl to the aqualic food hase. <br />Aqualic planls use coarse paniclt:s as <br />anchor poinls. and aquatic invenebralt:s <br />ust: the space~ oetwt:en coarst: sedimt:nt <br />as habiLat. Identification of stahle vt:rsus <br />unstable deposil.~ of coarse panicles will <br />aide in long-term assessmt:nls nf aquaLic <br />productivity. <br />Debris-now monitoring should be pan <br />of an adaptive managemt:nl program. par- <br />licularly with respt:ct to changes in borh <br />aquatic and terrt:sLrial habitat. Addressing <br />the processes of dt:bris-fan reworking and <br />annoring makes possihle the dett:rmina- <br />tion of how much and which size classes <br />of coarse panicles actually enter the river. <br />This empirical informalion should be <br />combined with sedimt:nl-transport models <br />to estimate the zone of in~uence debris <br />flows and debris-fan rework.ing havt: on <br />downstream aqualic habilal. <br />The long-term effects of debris ~ows <br />on lhe river corridor are also an impol1ant <br />consideration. particularly in a river sys- <br />tem with decreasing amounts of fine-sedi- <br />ment mantling the channel margins. <br />Debris-flow inpuLS may fonn a significant <br />pan of fine-grained sediment inputs. as <br />well as modifying channel geometry to <br />enhanct: storage of fine-grained stXfi- <br />menl. To date. these quantities have been <br />estimated using a probabilily model of <br />debris-flow occurrence coupled with gen- <br />eralized ranges of debris-flow volume and <br />panicle-size distribution (Webb and oth- <br />ers. 2(00). Building a dalabase of debris <br />flow input and reworking will permit the <br />testing of Ihese estimates as well a~ the <br />development of a more realistic modd of <br />debris-Row inputs. <br /> <br />-Roberl H. Webh and Peler G. Griffiths <br /> <br />Selected References <br /> <br />Mdis. TS.. ]997. Geomorphology ofdebri<; <br />flows and allUVial fans Tn Grand Canyon <br />National Park. and their influence~ on Ihe <br />Colorado River below Glen Canyon Dam. <br />Anzona [Ph.D. Dissenation]: Tucson. Um- <br />versi(~ of AnlOna. 495 p. <br />Mel". T.S.. Webb. R.H.. GriffiLhs. PG. and <br />Wise. TJ.. 1994. Magnitude and frequency <br />dal~ for histOriC debris flows in Grand <br />Canyon National Park. and vIClnit\'. <br />Arizona: U.S. Geological Survey Wa'~r <br />Resources Inwstigatlons Report 94-42]4. <br />280 p. <br />Melis. T.S.. Webb. R,H. and Griffiths. P,G.. <br />IQ97. Debris t10w in Grand Canyon <br /> <br />Pro.peel C.nyon <br />160 8 M.le <br />1!iHiMllel <br />8oK1rockCllnyon <br />1,}76 Mil. . <br />Specl... Chaam <br />127.3 Mile <br />1:l8.!iIMUe <br />Cry.I.ICrMk <br />7'1.1"11. <br />71.2 Mil. <br />C.tIS.n.. Cr..k <br />T.nn.r c.nyon <br />P.li..d..Cr.... <br />63.3 Mil. <br />e2.5MiI. <br />leMn. <br />JaCk... C.nyon <br /> <br />. <br /> <br />_____ 1995 <br />.1993 <br />.1tQJ <br /> <br />.INg <br /> <br />1-e191151 <br />I-e 1989 <br />. '5189 <br /> <br />.lH9 <br />.1995 <br /> <br />.1914 <br />.198.4 <br /> <br />.11X13 <br /> <br />.1tQ3 <br /> <br />.,... <br />.,... <br />f--<l'", <br />t-e 1G87 <br /> <br />. '994 <br /> <br /> <br />. 50 <br />c <br />~ 50 <br />.! 40 <br />.0 <br /><! 30 <br /> <br />'0 20 <br />.! 10 <br />E <br />, <br />z <br /> <br />20 40 50 80 <br />~nl Constriction. C., <br /> <br />Figure S. Percent constrictions of debris <br />fans. A. Error bar indicates change in <br />constriction as a result of the 1996 flood with <br />date of debris flow (Webb and others. 1999). <br />B. All debris fans in Grand Canyon. <br /> <br />100 <br /> <br />National Park: peak discharges. flow transfor- <br />mations. and hydrographs. in Chen. e. (ed.). <br />Debris-flow Hazards and Mitigation: Mechan-. } <br />ics. prediclion. and assessment. Proceedings o{' '.~ <br />firstlntemallonal Conference: New York. <br />American Society of Civil Engineers. p. 727- <br />736. <br />Webb. R,H.. Griffiths. P.G.. Mel;s. T.S.. ElliOl!. <br />J.G.. and Pizzuto. J.E.. 1 999a. Reworking of <br />debris fans by the 1996 controllt:d flood in <br />Grand Canyon. In Wt:bb. R.H.. Schmidt. J.e.. <br />Valdez. R.A.. and Marzolf. G.R.. The 1996 <br />flood in Grand Canyon: Scientific experiment <br />and management demonstration: Washington. <br />D.C. American Geophysical Union. Geophysi- <br />cal Monograph. p. 37-51. <br />Webb. R.H.. Melis. T.S.. Griffiths. P.G.. EllioH. <br />lG.. Cerling. T.E.. Poreda. RJ. Wise. T.W. and <br />Pizzuto. J.E.. I 999b. Lava Falls Rapid in <br />Grand Canyon. EffeClS of lale Holoct:ne debris <br />flows on the Colorado River: U.S. Geological <br />Survey ProfeSSional Paper 1591. 90 p. <br />Wehb. R.H.. Griffiths. P.G.. Melis. T.S.. and Han. <br />ley_ D.R.. 2000. Sediment delivery by ungaged <br />IribU!aries of Ihe Colorado River in Grand Can- <br />yon. U.S. Geological Survey Waler-Resources <br />Invesllgations ReJXlrt 00-4055. 67 p. <br /> <br />For further information, conlact: <br />Robert H, Wehh <br />U.S. Geological Survey1675 W. Anklam Road <br />Tucson. AZ 85745 <br />E-mail: rhwebb@usgs.gov <br /> <br />@P"nledOnrecy(ledoaoer <br />