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titleDetailing


Detailing Inputs

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bodyB = \frac{\theta}{2\pi} \cdot A_e \cdot h_a \cdot \phi_a \cdot c_t

water influx constant

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body\theta

central angle of net pay area ↔ aquifer contact

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bodyh_a

aquifer effective thickness

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body\phi_a

aquifer porosity

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bodyc_t=c_r +c_w

aquifer total compressibility

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bodyc_r

aquifer pore compressibility 

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bodyc_w

aquifer water compressibility



Assumptions

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Transient flow in Radial Composite Reservoir

Image Modified

Fig. 1. VEH aquifer drive schematic



Equations

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Q^{\downarrow}_{AQ}= B \cdot \int_0^t W_{eD}(t - \tau) \dot p d\tau



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q^{\downarrow}_{AQ}(t)= \frac{dQ^{\downarrow}_{AQ}}{dt}




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W_{eD}(t)= \int_0^{t} \frac{\partial p_1}{\partial r_D} \bigg|_{r_D = 1} dt_D 







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\frac{\partial p_1}{\partial t_D} =  \frac{\partial^2 p_1}{\partial r_D^2} + \frac{1}{r_D}\cdot \frac{\partial p_1}{\partial r_D}



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p_1(t_D = 0, r_D)= 0



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p_1(t_D, r_D=1) = 1




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\frac{\partial p_1}{\partial r_D} 
\bigg|_{(t_D, r_D=r_a/r_e)} = 0


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