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Last modified
1/26/2010 2:51:58 PM
Creation date
10/12/2006 3:31:17 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10
Description
Colorado River-Water Projects-Glen Canyon Dam/Lake Powell-Glen Canyon Adaptive Management-
Basin
Colorado Mainstem
Water Division
5
Date
1/1/2005
Author
Wiele-Torizzo
Title
Modeling of Sand Deposition in Archaeologically Significant Reaches of the Colorado River in Grand Canyon
Water Supply Pro - Doc Type
Report/Study
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<br />J88 Compur.wonoJl FlUid Dyndmics <br /> <br />S.J.nd de:po..ih most likel) to be of gr~al~~1 bcn~lit to artefact presenalion wer~ the: <br />de:pvsils n~ar J abo"e the 70b m),s stage (Figure 14.22). Sand deposIt volumes near J <br />abo"e 708m"is .....ere small at 1270m.lls for all sand supplies compared ......ith th~ <br />re~ults at 2~30m"s, The increa:.ed accommodatIOn space al 2lSJOm.js JlIo......ed for <br />much brger deposih with the low and Interm.:dial~ )and supplies than those formed <br />at 1270m1,.s. With th!: high sand supply. s..lnd dep~)Sit volume near J abo....e th~ <br />708m~ s stJge ......as three limes the sand depi)sit .olume at 2~30m~ s with the t......o <br />.:Jther lower sand supphe:s About half of the increaS( in tOlal deposil vl)lume for the <br />re:ach ..hown In Figure 14.21 al 2830m)is \!oith the high sand ..upply ......as a re..ult of <br />incre:asc:d d~positlon near J. In aU cases. some deposition occurred In that re~ion <br />.1Iong the bank. ;tided in part by the pre..ence oi debris Ihdl was deposited upstream <br />near Ih~ tight bank durin~ the ~me e"entthal formed Ihe mid-channd bar. With the <br />hlghe~H ..and supply. thefl~ ......as sufficient depo..ition to initlale substantial bars 10 the <br />lee of that debris; thus large deposits \.\-ere formed ,It the most ad....antageou.. slIe for <br />the preservalion of archal.llogical artefacts. <br /> <br />. <br /> <br />14. 7 Discus.~ion <br /> <br />~1oddlin~ resulls show significant vand-bilit) in deposilion volumes rdating to <br />.:hannd shape .1:> ......ell .is to discharge and S<tnd ..upply (Figure 14.23). In reaches <br /> <br />'1 <br /> <br />120 I 11 <br /> . I <br /> l ,.. <br />80 =J . <br /> f j <br /> , <br /> f- , <br />40 , <br /> """"" <br /> Lava Chuar 1 <br /> <br />t <br />~ <br />. <br />- <br />~ <br />, <br />~ <br />.. <br />~ <br />. <br /> <br /> <br />o <br /> <br />~s' ..1' <br />r ~E,l <br />[ "J=1 i';, <br />~~S' ~~1 <br />f,"il,li = <br />-:~' ,f) <br />.:. r,.. <br />" <br />"8=; <br /> <br />1 <br />~ <br />] <br /> <br />Lo_rTanr'lel' <br /> <br />Palisades <br /> <br />Upper Ullur <br /> <br />Otscharge (m3/S). sand supply <br />";::0;'1 1270.10.... <br />E3 1270,lIllermediale <br />-J 1270. htgtl <br />2830, low <br />g 28J0, 1l'11ermedlale <br /><= 2830. hlQh <br /> <br />-.0 <br /> <br />, <br />~ <br /> <br />!lo <br />~ <br />u <br /> <br />-<lO <br /> <br />-'20 <br /> <br />Figu" 14.11 Ch.mge in -.Jnd \ollJme divided b" (('deh length .It (he end or the modell,n,~ <br />penod. The ch,mge 1M Sdnd \'ohml(' 15 dn,ded by (('den Il'ngrh (0 ;dof,tdrt' the CompdflSDn 01 <br />the erfec! or chdnnel rTlOrpholog)' on s.U1d depililtlon Jnd eros/OIl. <br /> <br />. <br />
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