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S_{text{c}} = s_{text{uc}} - frac{{s_{text{uc}}^{2} }}{2m}, (20 where S c is the equivalent drawdown in a non-leaky confined aquifer (m); s uc is the drawdown observed in an unconfined aquifer (m); and m is the initial saturated thickness of the aquifer (m).
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The measured drawdowns of the unconfined aquifer were converted into the equivalent drawdowns of confined aquifer using the following transformation (Jacob 1944).
S_{text{fc}} = S_{text{c}} - frac{{S_{text{c}}^{2} }}{2L}, (22 where S fc is the equivalent fully penetrating well drawdown in a confined aquifer (m) and L is the penetration depth of the pumped well (m).
The maximum equivalent plastic shear strain for different reservoir pressures versus drawdown pressure is shown in Fig. 25.
The results showed that the equivalent plastic shear strain increased with reservoir depletion and an increase in drawdown pressure.
These curves show that the maximum equivalent plastic shear strain increases with reservoir depletion and with increase in drawdown pressure.
In these cases, introducing reciprocal drawdown curves in the database of an inverse problem is equivalent to duplicate some information, to a certain extent.
This drawdown will continue.
No drawdown limits.
"Our goal should be drawdown".
The drawdown was kind of slow sometimes.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com