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== は「ああ、彼らは神にそれを奪った ==
'''Specific storage''' (S<sub>s</sub>), '''storativity''' (S), '''specific yield''' (S<sub>y</sub>) and '''specific capacity''' are physical properties that characterize the capacity of an [[aquifer]] to release [[groundwater]].  They are sometimes referred to as "storage properties".  In the field of [[hydrogeology]], these properties are often determined using some combination of field tests (e.g., [[aquifer test]]s) and laboratory tests on aquifer material samples.


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==Specific storage==
相关的主题文章:
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</ul>


== すぐに敬意 ==
The '''specific storage''' is the amount of water that a portion of an [[aquifer]] releases from storage, per unit mass or volume of aquifer, per unit change in hydraulic head, while remaining fully saturated.


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'''Mass specific storage''' is the mass of water that an [[aquifer]] releases from storage, per mass of aquifer, per unit decline in hydraulic head:
相关的主题文章:
 
  <ul>
:<math>(S_s)_m = \frac{1}{m_a}\frac{dm_w}{dh}</math>
 
 
  <li>[http://bbs.tgps.cn/home.php?mod=space&uid=76357 http://bbs.tgps.cn/home.php?mod=space&uid=76357]</li>
where
 
:<math>(S_s)_m</math> is the mass specific storage ([L<sup>-1</sup>]);
  <li>[http://www.forestia.org/sunbbs/sunbbs.cgi http://www.forestia.org/sunbbs/sunbbs.cgi]</li>
:<math>m_a</math> is the mass of that portion of the aquifer from which the water is released ([M]);
 
:<math>dm_w</math> is the mass of water released from storage ([M]); and
  <li>[http://www.ldtx.cn/home.php?mod=space&uid=11090 http://www.ldtx.cn/home.php?mod=space&uid=11090]</li>
:<math>dh</math> is the decline in [[hydraulic head]] ([L]).
 
 
</ul>
'''Volumetric specific storage''' (or '''volume specific storage''') is the volume of water that an [[aquifer]] releases from storage, per volume of aquifer, per unit decline in hydraulic head (Freeze and Cherry, 1979):
 
:<math>S_s = \frac{1}{V_a}\frac{dV_w}{dh} = \frac{1}{V_a}\frac{dV_w}{dp}\frac{dp}{dh}= \frac{1}{V_a}\frac{dV_w}{dp}\gamma_w</math>
where
:<math>S_s</math> is the volumetric specific storage ([L<sup>-1</sup>]);
:<math>V_a</math> is the bulk volume of that portion of the aquifer from which the water is released ([L<sup>3</sup>]);
:<math>dV_w</math> is the volume of water released from storage ([L<sup>3</sup>]);
:<math>dp</math> is the decline in [[pressure]]([[newton (unit)|N]]•m<sup>-2</sup> or [ML<sup>-1</sup>T<sup>-2</sup>]) ;
:<math>dh</math> is the decline in [[hydraulic head]] ([L]) and
:<math>\gamma_w</math> is the [[specific weight]] of water ([[newton (unit)|N]]•m<sup>-3</sup> or [ML<sup>-2</sup>T<sup>-2</sup>]).
 
 
In [[hydrogeology]], '''volumetric specific storage''' is much more commonly encountered than '''mass specific storage'''.  Consequently, the term '''specific storage''' generally refers to '''volumetric specific storage'''.
 
In terms of measurable physical properties, specific storage can be expressed as
 
:<math>S_s = \gamma_w (\beta_p + n \cdot \beta_w)</math>
where
:<math>\gamma_w</math> is the [[specific weight]] of water ([[newton (unit)|N]]•m<sup>-3</sup> or [ML<sup>-2</sup>T<sup>-2</sup>])
:<math>n</math> is the [[porosity]] of the material (dimensionless ratio between 0 and 1)
:<math>\beta_p</math> is the [[compressibility]] of the bulk aquifer material (m<sup>2</sup>N<sup>-1</sup> or [LM<sup>-1</sup>T<sup>2</sup>]), and
:<math>\beta_w</math> is the compressibility of water (m<sup>2</sup>N<sup>-1</sup> or [LM<sup>-1</sup>T<sup>2</sup>])
 
The compressibility terms relate a given change in stress to a change in volume (a strain). These two terms can be defined as:
 
:<math>\beta_p = -\frac{dV_t}{d\sigma_e}\frac{1}{V_t}</math>
:<math>\beta_w = -\frac{dV_w}{dp}\frac{1}{V_w}</math>
where
:<math>\sigma_e</math> is the [[effective stress]] (N/m<sup>2</sup> or [MLT<sup>-2</sup>/L<sup>2</sup>])
 
These equations relate a change in total or water volume (<math>V_t</math> or <math>V_w</math>) per change in applied stress (effective stress &mdash; <math>\sigma_e</math> or pore pressure &mdash; <math>p</math>) per unit volume. The compressibilities (and therefore also S<sub>s</sub>) can be estimated from laboratory consolidation tests (in an apparatus called a consolidometer), using the consolidation theory of [[soil mechanics]] (developed by [[Karl Terzaghi]]).
 
==Storativity==
'''Storativity''' or the '''storage coefficient''' is the [[volume]] of water released from storage per unit decline in [[hydraulic head]] in the aquifer, per unit [[area]] of the aquifer, or:
:<math>S = \frac{dV_w}{dh}\frac{1}{A} </math>
Storativity is the vertically integrated specific storage value for a confined aquifer or aquitard.  For a confined homogeneous aquifer or aquitard they are simply related by:
:<math>S=S_s b \,</math>
where <math>b</math> is the thickness of aquifer. Storativity is a dimensionless quantity, and ranges between 0 and the effective [[porosity]] of the aquifer; although for confined aquifers, this number is usually much less than 0.01.
 
The storativity or storage coefficient of an unconfined aquifer is approximately equal to the specific yield, <math>S_y</math>, since the release from specific storage, <math>S_s</math> is typically orders of magnitude less.
 
==Specific yield==
{| class="wikitable" align="right"
|+Values of specific yield, from Johnson (1967)
|-
!rowspan=2| Material
!colspan=3| Specific Yield (%)
|-
! min !! avg !! max
|-
|colspan=4 align="center"| ''Unconsolidated deposits''
|-
| Clay || 0 || 2 || 5
|-
| Sandy clay (mud) || 3 || 7 || 12
|-
| Silt || 3 || 18 || 19
|-
| Fine sand || 10 || 21 || 28
|-
| Medium sand || 15 || 26 || 32
|-
| Coarse sand || 20 || 27 || 35
|-
| Gravelly sand || 20 || 25 || 35
|-
| Fine gravel || 21 || 25 || 35
|-
| Medium gravel || 13 || 23 || 26
|-
| Coarse gravel || 12 || 22 || 26
|-
|colspan=4 align="center"| ''Consolidated deposits''
|-
| Fine-grained sandstone || &nbsp; || 21 || &nbsp;
|-
| Medium-grained sandstone || &nbsp; || 27 || &nbsp;
|-
| Limestone || &nbsp; || 14 || &nbsp;
|-
| Schist || &nbsp; || 26 || &nbsp;
|-
| Siltstone || &nbsp; || 12 || &nbsp;
|-
| Tuff || &nbsp; || 21 || &nbsp;
|-
|colspan=4 align="center"| ''Other deposits''
|-
| Dune sand || &nbsp; || 38 || &nbsp;
|-
| Loess || &nbsp; || 18 || &nbsp;
|-
| Peat || &nbsp; || 44 || &nbsp;
|-
| Till, predominantly silt || &nbsp; || 6 || &nbsp;
|-
| Till, predominantly sand || &nbsp; || 16 || &nbsp;
|-
| Till, predominantly gravel || &nbsp; || 16 || &nbsp;
|}
'''Specific yield''', also known as the drainable porosity, is a ratio, less than or equal to the [[effective porosity]], indicating the volumetric fraction of the bulk [[aquifer]] volume that a given aquifer will yield when all the water is allowed to drain out of it under the forces of gravity:
 
:<math>S_y = \frac{V_{wd}}{V_T}</math>
where
:<math>V_{wd}</math> is the volume of water drained, and
:<math>V_T</math> is the total rock or material volume
 
It is primarily used for unconfined aquifers, since the elastic storage component, <math>S_s</math>, is relatively small and usually has an insignificant contribution. Specific yield can be close to effective porosity, but there are several subtle things which make this value more complicated than it seems. Some water always remains in the formation, even after drainage; it clings to the grains of sand and clay in the formation. Also, the value of specific yield may not be fully realized for a very long time, due to complications caused by unsaturated flow.
 
{{-}}
 
==See also==
* [[Aquifer test]]
* [[Soil mechanics]]
* [[Groundwater flow equation]] describes how these terms are used in the context of solving groundwater flow problems
 
==References==
* Freeze, R.A. and J.A. Cherry.  1979.  ''Groundwater''.  Prentice-Hall, Inc.  Englewood Cliffs, NJ.  604 p.
* Johnson, A.I.  1967.  ''Specific yield — compilation of specific yields for various materials''.  U.S. Geological Survey Water Supply Paper 1662-D.  74 p.
* Morris, D.A. and A.I. Johnson.  1967.  ''Summary of hydrologic and physical properties of rock and soil materials as analyzed by the Hydrologic Laboratory of the U.S. Geological Survey 1948-1960''.  U.S. Geological Survey Water Supply Paper 1839-D. 42 p.
 
{{Aquiferproperties}}
{{Geotechnical engineering|state=collapsed}}
 
[[Category:Hydrology]]
[[Category:Aquifers]]
[[Category:Water]]
[[Category:Soil mechanics]]

Revision as of 05:24, 23 January 2014

Specific storage (Ss), storativity (S), specific yield (Sy) and specific capacity are physical properties that characterize the capacity of an aquifer to release groundwater. They are sometimes referred to as "storage properties". In the field of hydrogeology, these properties are often determined using some combination of field tests (e.g., aquifer tests) and laboratory tests on aquifer material samples.

Specific storage

The specific storage is the amount of water that a portion of an aquifer releases from storage, per unit mass or volume of aquifer, per unit change in hydraulic head, while remaining fully saturated.

Mass specific storage is the mass of water that an aquifer releases from storage, per mass of aquifer, per unit decline in hydraulic head:

(Ss)m=1madmwdh

where

(Ss)m is the mass specific storage ([L-1]);
ma is the mass of that portion of the aquifer from which the water is released ([M]);
dmw is the mass of water released from storage ([M]); and
dh is the decline in hydraulic head ([L]).

Volumetric specific storage (or volume specific storage) is the volume of water that an aquifer releases from storage, per volume of aquifer, per unit decline in hydraulic head (Freeze and Cherry, 1979):

Ss=1VadVwdh=1VadVwdpdpdh=1VadVwdpγw

where

Ss is the volumetric specific storage ([L-1]);
Va is the bulk volume of that portion of the aquifer from which the water is released ([L3]);
dVw is the volume of water released from storage ([L3]);
dp is the decline in pressure(N•m-2 or [ML-1T-2]) ;
dh is the decline in hydraulic head ([L]) and
γw is the specific weight of water (N•m-3 or [ML-2T-2]).


In hydrogeology, volumetric specific storage is much more commonly encountered than mass specific storage. Consequently, the term specific storage generally refers to volumetric specific storage.

In terms of measurable physical properties, specific storage can be expressed as

Ss=γw(βp+nβw)

where

γw is the specific weight of water (N•m-3 or [ML-2T-2])
n is the porosity of the material (dimensionless ratio between 0 and 1)
βp is the compressibility of the bulk aquifer material (m2N-1 or [LM-1T2]), and
βw is the compressibility of water (m2N-1 or [LM-1T2])

The compressibility terms relate a given change in stress to a change in volume (a strain). These two terms can be defined as:

βp=dVtdσe1Vt
βw=dVwdp1Vw

where

σe is the effective stress (N/m2 or [MLT-2/L2])

These equations relate a change in total or water volume (Vt or Vw) per change in applied stress (effective stress — σe or pore pressure — p) per unit volume. The compressibilities (and therefore also Ss) can be estimated from laboratory consolidation tests (in an apparatus called a consolidometer), using the consolidation theory of soil mechanics (developed by Karl Terzaghi).

Storativity

Storativity or the storage coefficient is the volume of water released from storage per unit decline in hydraulic head in the aquifer, per unit area of the aquifer, or:

S=dVwdh1A

Storativity is the vertically integrated specific storage value for a confined aquifer or aquitard. For a confined homogeneous aquifer or aquitard they are simply related by:

S=Ssb

where b is the thickness of aquifer. Storativity is a dimensionless quantity, and ranges between 0 and the effective porosity of the aquifer; although for confined aquifers, this number is usually much less than 0.01.

The storativity or storage coefficient of an unconfined aquifer is approximately equal to the specific yield, Sy, since the release from specific storage, Ss is typically orders of magnitude less.

Specific yield

Values of specific yield, from Johnson (1967)
Material Specific Yield (%)
min avg max
Unconsolidated deposits
Clay 0 2 5
Sandy clay (mud) 3 7 12
Silt 3 18 19
Fine sand 10 21 28
Medium sand 15 26 32
Coarse sand 20 27 35
Gravelly sand 20 25 35
Fine gravel 21 25 35
Medium gravel 13 23 26
Coarse gravel 12 22 26
Consolidated deposits
Fine-grained sandstone   21  
Medium-grained sandstone   27  
Limestone   14  
Schist   26  
Siltstone   12  
Tuff   21  
Other deposits
Dune sand   38  
Loess   18  
Peat   44  
Till, predominantly silt   6  
Till, predominantly sand   16  
Till, predominantly gravel   16  

Specific yield, also known as the drainable porosity, is a ratio, less than or equal to the effective porosity, indicating the volumetric fraction of the bulk aquifer volume that a given aquifer will yield when all the water is allowed to drain out of it under the forces of gravity:

Sy=VwdVT

where

Vwd is the volume of water drained, and
VT is the total rock or material volume

It is primarily used for unconfined aquifers, since the elastic storage component, Ss, is relatively small and usually has an insignificant contribution. Specific yield can be close to effective porosity, but there are several subtle things which make this value more complicated than it seems. Some water always remains in the formation, even after drainage; it clings to the grains of sand and clay in the formation. Also, the value of specific yield may not be fully realized for a very long time, due to complications caused by unsaturated flow.

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See also

References

  • Freeze, R.A. and J.A. Cherry. 1979. Groundwater. Prentice-Hall, Inc. Englewood Cliffs, NJ. 604 p.
  • Johnson, A.I. 1967. Specific yield — compilation of specific yields for various materials. U.S. Geological Survey Water Supply Paper 1662-D. 74 p.
  • Morris, D.A. and A.I. Johnson. 1967. Summary of hydrologic and physical properties of rock and soil materials as analyzed by the Hydrologic Laboratory of the U.S. Geological Survey 1948-1960. U.S. Geological Survey Water Supply Paper 1839-D. 42 p.

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he just gave his luck away, due to his double-head snake perspective and actions, i dont assume i need to cope with such an agent anymore. there are such a lot of brokers on the market, he positively misplaced a repeat buyer. As at the end of third Quarter 2012, there was a total provide of eighty three,975 uncompleted personal residential units from projects in the pipeline3, greater than the eighty three,251 models in 2nd Quarter 2012. Of the supply within the pipeline, 36,606 items remained unsold as at third Quarter 2012. Single or couple, frequent travels, in need of part time cleaning providers, want to dwell close to work and night life, dependant on public transport or taxis to move round in Singapore, sometimes needing a parking area for a corporation car When to report GST (time of provide)

Have pictures taken of the Property for advertising and promotional use. Contact you usually to report on the advertising progress of your Property. By way of the rules , property brokers, also known as property agents, are now not allowed to characterize both seller/landlord and purchaser/tenant for a similar property transaction. They could only characterize one aspect of transaction, to keep away from a battle of interest. Clear international ownership with no restrictions for proudly owning condos or residences Devan Nair Institute for Employment & Employability (DNI), 80 Jurong East Road 21, Singapore 609607 LHUB Trade Talent Centre@ Benoi, EMS Constructing, 60 Benoi Street, Singapore 629906 When title of property is transferred upon authorized completion. Why do they have an agent then?

In case your monthly housing allowance is lower than both S$ 2500 for two years rental or S$ 5000 for one year rental many brokers would not like to search for a house for you as their commission will likely be too low. It's possible you'll negotiate a price with the agent to be paid by your self (usually two weeks hire) or go house searching through the categorized sections in the newspapers to approach landlords immediately. Having the maximum publicity in your property is important HOWEVER are you ready to spend more than $four,870 month-to-month to ensure you do not undersell your property and get the best returns from your investment? Must be sporting their agent identification cards in any respect time while working in the capability of a real estate agent for an actual property agency. C) Industrial & Industrial Template:Geotechnical engineering