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GENERAL53961
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GENERAL53961
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Last modified
8/24/2016 8:39:21 PM
Creation date
11/23/2007 9:06:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984014
IBM Index Class Name
General Documents
Doc Date
8/10/2006
Doc Name
Supplemental Geology report
From
Cotter Corporation
To
DRMS
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
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OPERATING <br />store's Soil Water Samplers, which are also referred to as <br />T lysimeters" or "lysimeters", have been in general use <br />the world for many years. <br />Soil ater is held largely under a state of tension (negative pres- <br />sure) ithin the soil by capillary forces. The capillary force is the <br />sumo the adhesive and cohesive forces. The adhesive force ischar- <br />acteri ed as the attraction of water for soil solids (soil and organic <br />matt r). Cohesive force is characterized as the attraction of water <br />for it lf. Adhesive force is far greater than the cohesive force. <br />Wate is naturally attracted to soil particles (by its adhesive qual- <br />ity) a d "sticks" to the surface of each particle and in the various <br />sized capillary" spaces or "pores" between the soil particles. When <br />the s it is very wet, the large pores fill with water. This "excess" <br />water has no direct surface contact with the soil and is held cohe- <br />sively one water molecule to another, and can move quite freely. <br />Asa oil dries out, the "excess" water first evaporates as it re- <br />quire less energy to break the cohesive bonds. The remaining <br />water held tightly inside the capillary spaces by adhesive quali- <br />ties, r quires more energy to remove it from the soil. <br />The f lowing illustration (see Figure 1) shows the increasing force <br />requi ed to remove water from the small-sized capillary pores com- <br />pared to the large pores as the soil dries out. When the remaining <br />water is held only in extremely small pore spaces, it requires ~norc <br />ener to remove the water from these pores. Even though there <br />may b a considerable volume of water in the soil, the tension that <br />holds he water determines how readily it can be removed. <br />- ~ ~` ~ ~~- <br />',~- ~a <br />~~ ~'~ <br />Wet Soil Dry Soil <br />Figure 1. <br />This t nsion that determines how moisture moves in the soil is <br />referr d to as "soil water tension", "negative pore pressure", oz' "soil <br />suctio ". For simplicity's sake we refer to this tension as "soil suc- <br />tion" i these instructions, but keep in mind that negative pres- <br />sure i the most descriptive term. <br />The flowing graph shows the relationship between the percent <br />of mo tore in a soil and the soil suction required to remove the <br />moist re from three types of soil: clay, loam, and sand. The graph <br />SOIIMOISTURE EQUIPMENT CORP. ~ 4 ^° <br />P.O. Box 30025. Sonto Borboro. Colifornio 93105 USA / \ <br />Phone: (8051 964-3525 ~ Fox: (8051 683-2189 SOIlMOISTURE <br />e-moil: soles©soilmoislure.<om ~ Web: hftp://wwwsoilmoi ture.com <br />
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