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Motivation = maintain formation pressure at sweep interface


The Expected Ultimate Recovery during the waterflood sweep can be assessed with the following formula:

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EUR =  E_S \, E_D = E_{SV} \, E_{SHSA} \, E_D

where 

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bodyE_D
 – displacement efficiency,  
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bodyE_S
 – sweep efficiency,  
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bodyE_{SA}
 – areal sweep efficiency,  
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bodyE_{SV}
 – vertical sweep efficiency (see below).


Sweep effciency


Total sweepAreal sweepVertical sweep
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E_S = \frac{V_{sweep}}{V_\phi}
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E_{SHSA} = \frac{A_{sweep}}{A_\phi}
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E_{SV} = \frac{h_{sweep}}{h_\phi}

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bodyV_{sweep}
– sweep volume

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bodyV_\phi
– pore volume

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bodyA_{sweep}
– sweep area

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bodyA_\phi
– pore area

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bodyh_{sweep}
– sweep thickness

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bodyh_\phi
– pore thickness

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