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ENFORCE33245
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Last modified
8/24/2016 7:43:49 PM
Creation date
11/21/2007 1:41:23 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Enforcement
Doc Date
9/13/2006
Doc Name
E-mail with Article on Polyacrylamide
From
WQCD
To
DRMS
Violation No.
CV2006006
Media Type
D
Archive
No
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Fate and Efficacy of Polyacrylamide Applied in Furrow Irrigation: Full-Advance and Continuous Tr... <br />yf'-_-_ <br />:[ ~'I <br />E!' <br />'•~ ~~ <br />.f~--- <br />View larger version <br />(39K): <br />[in this windowl <br />[in a new windowl <br />Page 10 of 16 <br />Fig. 5. Mean polyacrylamide (PAM) mass-loss rate for treated furrow streams by <br />sampling position and time. Notey axis break and scale change for Initial-10 2 h. <br />Polyacrylamide mass-loss rate also changed with time. After furrow runoff began and before PAM application ceased <br />(2 h), the PAM mass-loss rate at Initial-10 furrow-bottom positions averaged 95 mg min ~ over the four irrigations <br />(Fig. 5). This level of loss rate was permitted for 0.5 to 1.0 h in our experimental furrows because PAM application <br />was extended in order to reduce inter-irrigation variability of tail-water measurements. During typical farm use, this <br />stage of PAM treatment would be very brief since further application after advance is unnecessary and would <br />decrease PAM-use efficiency. Thirty minutes after PAM application ceased (3 h), mean PAM mass-loss rate at Initial- <br />lO funow bottoms had decreased to 1.8 mg miri ~, and the 7-h Initial-10 mass-loss rate was similar, 1.9 mg miri ~. <br />Polyacrylamide mass-loss rates in Cont-1 furrows were generally slightly less at 3 and 7 h than at 2 h. The smaller <br />PAM mass-loss rate at later sampling times was caused primarily by a decrease in furrow-stream flow rates (Table 4). <br />The irrigation cutback approach used here reduced furrow inflows after furrow advance, resulting in smaller furrow- <br />stream flow rates at 3 and 7 h than at 2 h. <br />The 2-h PAM mass-loss rate declined dramatically at the collection ditch where dissolved PAM from treated furrows <br />mixed with suspended sediment largely contributed from untreated furrows. Polyacrylamide flocculated and adsorbed <br />to the sediment, which resulted in an 80% reduction in dissolved PAM loss rate in Irrigation 2 and an average 50% <br />reduction in Irrigations 4, 5, and 6 (Fie. 6) .Some of the resulting flocculated and aggregated sediment continued to <br />move downstream as bedload and, at 2 h, was clearly evident in the top tail-ditch flow. <br /> +... o.....~ <br /> <br /> ~~~. <br />- .~.- -,..m.N- <br />ao N Wt eq tl !a <br />e <br />e <br />_ <br />8 <br /> <br /> <br />~ ...... <br />a a <br /> <br />e <br />g - <br /> <br />~ <br />- <br />e ,~ <br />Ols4nco Down Furor are hll 014 (,ol <br />View larger version (49K): <br />Fig. 6. Rates of overall polyacrylamide (PAM) mass loss at each furrow and <br />tail-ditch sampling position for Irrigation 2 and Irrigations 4, 5, and 6, where <br />furrow loss rates represent the total PAM loss rate from all furrows from each <br />PAM treatment (12 total). <br />http://jegscijoumals.org/cgi/content/fulU31/2/661 9/21/2006 <br />
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