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Last modified
7/14/2009 5:02:34 PM
Creation date
5/20/2009 11:02:02 AM
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UCREFRP
UCREFRP Catalog Number
8268
Author
Vaill, J. E.
Title
Traveltime and Dispersion of Contaminants in the Yampa River from Steamboat Springs to the Green River, Northwestern Colorado.
USFW Year
2000.
USFW - Doc Type
USGS WRIR 99-4239,
Copyright Material
NO
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<br />HOW TO ESTIMATE THE PEAK <br />CONCENTRATION <br /> <br />In order to compute the most probable peak <br />concentration at a point downstream from a spill, it is <br />necessary to determine (or estimate) the volume of the <br />spill. Please note the volume of the spill must be calcu- <br />lated or estimated in pounds. <br />Step 4.-Determine the unit-concentration (Cup) <br />from table 5 for the streamflow and sites of interest <br />determined in steps 1 and 2. <br />Step 5.-Compute the most probable peak <br />concentration by multiplying 0.016 times the unit- <br />concentration value (Cup) times the volume of spill (in <br /> <br /> <br />pounds) divided by streamflow (in cubic feet per <br />second) (Jobson, 1996). <br />Step 6.-Compute the time the trailing edge of <br />the spill will arrive at the downstream points of <br />interest. <br /> <br />HOW TO DETERMINE THE TRAVELTIME <br />OF THE TRAILING EDGE <br /> <br />The time (TdlO ) when the trailing edge of the <br />contaminant cloud (0.1 times the peak concentration) <br />reaches a particular point in the river can be obtained <br />by dividing 555.6 by the unit-concentration value <br />(Cup) obtained from table 5 (Jobson, 1996). <br />
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