Difference between revisions of "Aeolian Sand Transport"
From Glen Canyon Dam AMP
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[[File:AeolianCulturalSites.jpg|center|500px]] [https://www.usbr.gov/uc/rm/amp/twg/mtgs/15jan20/Attach_03.pdf] | [[File:AeolianCulturalSites.jpg|center|500px]] [https://www.usbr.gov/uc/rm/amp/twg/mtgs/15jan20/Attach_03.pdf] | ||
− | Of 358 river-corridor arch sites (RM0-240), 74 (21%) are adjacent and upwind of sandbars receiving HFE sand (Type 1 and Type 2a). 43 | + | Of 358 river-corridor arch sites (RM0-240), 74 (21%) are adjacent and upwind of sandbars receiving HFE sand (Type 1 and Type 2a) that don't have some sort of topographic barrier. Of these, 43 are currently blocked by vegetation from receiving aeolian sand. |
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*[http://gcdamp.com/index.php?title=CULTURAL Cultural Resources Page] | *[http://gcdamp.com/index.php?title=CULTURAL Cultural Resources Page] | ||
*[http://gcdamp.com/index.php?title=GCDAMP_Sediment Sediment Page] | *[http://gcdamp.com/index.php?title=GCDAMP_Sediment Sediment Page] | ||
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+ | ! <h2 style="margin:0; background:#cedff2; font-size:120%; font-weight:bold; border:1px solid #a3b0bf; text-align:left; color:#000; padding:0.2em 0.4em;"> Questions </h2> | ||
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+ | *Does Aeolian sand transport research support the use of anthropogenic sand bar building as a means to provide a source of aeolian sands to preserve and protect archaeological sites? | ||
+ | *Or would current stabilization measures carried out by the NPS be more likely to be successful, predictable, and immediate at protecting archaeological sites? | ||
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Revision as of 11:49, 23 March 2017
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