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WSPC03161
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Last modified
7/29/2009 8:15:28 AM
Creation date
10/9/2006 3:46:44 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8040.950
Description
Section D General Studies-General Water Studies
Date
1/1/1962
Author
RD Dirmeyer Jr
Title
Bentonite Program-Corres Reports-Dirmeyer-1960-1961-Progress Report of Clay Sealing Investigations During 1961
Water Supply Pro - Doc Type
Report/Study
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<br />CONCLUSIONS AND RECOMMENDATIONS <br /> <br />1. Where is clay sealing applicable? The <br />methods Wlder development by this project are <br />aimed primarily at (a) supply canals of irrigation <br />companies and districts, and (b) any canals (dis- <br />trict' company or individual) in rocky to gravelly <br />materials of the mountainous sections of Colorado. <br /> <br />2. What is an acceptable clay? This is still <br />being determined, but, in general, we are looking <br />for clays which when placed loose as a layer about <br />i/Z-inch thick will hold water (3-foot depth or more) <br />with the loss restricted to i-inch or less drop in <br />water level in 24 hours. In addition to this require- <br />merit, a clay suitable for wash-in applications in <br />canals should mix easily in flowing water (mixa- <br />bility index of 50 percent or more). <br /> <br />3. What are the recommended methods? <br />Without going into the actual procedures, the initial <br />evaluations indicate that the best methods are: <br /> <br />a. For canals in rocky and gravelly <br />material The wash-in and the multiple-dam <br />methods are recommended provided (a) the right <br />clay is used, and (b) follow-up treatments are <br />carried out. The right clay means one that will <br />stay in place under the expected canal conditions. <br />The follow-up treatment (usually 10 percent of <br />initial treatment amount) consists of washing clay <br />in with the first water in the canal each spring for <br />at least two years after the initial treatment. The <br />buried clay membrane method is also recommended <br />but may be quite expensive in rocky areas. <br /> <br />b. For canals in sandy to silty soils <br />The buried membrane method, if properly used, is <br /> <br />recommended for these soils. The wash-in methods <br />are not yet recommended -- the development work on <br />the latter methods is not complete. <br /> <br />c. For ponds in leaky soils -- The buried <br />membrane method is the recommended one - - al- <br />though development work on wash-in modifications is <br />still under way. The beaching or water~line erosion <br />is a major problem which requires special treatment <br />for ponds in windy unprotected locations. Piling rip- <br />rap or extra clay or bentonite in the water-line zone <br />has been used to control this problem of erosion. <br /> <br />4. Where is additional development work <br />needed? <br /> <br />a. Additional deposits of clay are needed <br />especially in the northeastern and southeastern sec- <br />tions of Colorado. <br /> <br />b. Additional evaluation and development <br />of laboratory procedures used for testing the clays <br />is needed to establish reliable tests. <br /> <br />c. Additional development of known clay <br />deposits is needed. Contractor help, both in develop- <br />ment and in selling of clay-sealing work, is needed. <br /> <br />d. Additional field trials are needed __ <br />especially in canals located in sandy to silty soils. <br />Contractor help (as mentioned in c above) and in- <br />stallations by irrigation companies and districts are <br />needed. <br /> <br />1051 <br /> <br />7 <br />
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