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VIA NICOLO
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17950
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2900 - Site Mitigation Program
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PR0516772
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Entry Properties
Last modified
6/1/2020 12:35:35 PM
Creation date
6/1/2020 12:29:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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OPERATING PRINCIPLES <br /> Soilmoisture's Soil Water Samplers,which are also referred to as <br /> "suction lysimeters" or "lysimeters", have been in general use <br /> around the world for many years. <br /> Soil water is held largely under a state of tension (negative pres- <br /> sure)within the soil by capillary forces. The capillary force is the <br /> sum of the adhesive and cohesive forces.The adhesive force is char- <br /> acterized as the attraction of water for soil solids(soil and organic <br /> matter). Cohesive force is characterized as the attraction of water <br /> for itself.Adhesive force is far greater than the cohesive force. <br /> Water is naturally attracted to soil particles(by its adhesive qual- <br /> ity) and"sticks"to the surface of each particle and in the various <br /> sized"capillary"spaces or"pores"between the soil particles.When <br /> the soil 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 /> As a soil dries out, the "excess" water first evaporates as it re- <br /> quires less energy to break the cohesive bonds. The remaining <br /> water, held tightly inside the capillary spaces by adhesive quali- <br /> ties,requires more energy to remove it from the soil. <br /> The following illustration(see Figure 1)shows the increasing force <br /> required 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 more <br /> energy to remove the water from these pores. Even though there <br /> may be a considerable volume of water in the soil,the tension that <br /> holds the water determines how readily it can be removed. <br /> Wet Soil Dry Soil <br /> Figure 1. <br /> This tension that determines how moisture moves in the soil is <br /> referred to as"soil water tension","negative pore pressure",or"soil <br /> suction".For simplicity's sake we refer to this tension as"soil suc- <br /> tion" in these instructions, but keep in mind that negative pres- <br /> sure is the most descriptive term. <br /> The following graph shows the relationship between the percent <br /> of moisture in a soil and the soil suction required to remove the <br /> moisture from three types of soil:clay, loam, and sand.The graph <br /> SOILMOISTURE EQUIPMENT CORP. ¢ <br /> P.O.Box 30025, Santo Barbara, California 93105 USA <br /> Phone:(805)964-3525•Fax:(805)683-2189 SORMOISiUEE <br /> e-mail:soles@soilmoisture.com •Web:http://www.soilmoisture.com �J <br />
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