Analysis of Development Methods for Gravel Envelope Wells   -   15

With a double swab the effect of undersized swabs on clearance must be compensated by increasing pump capacity to offset leakage past the swabs. As discussed in Section 3.2, the effect of providing flange clearance is the same as introducing an orifice that permits flow to bypass the swab. With a ¼-inch clearance on the swab diameter in a 14-inch diameter well it was estimated that 10 ft of head would produce a flow of about 600 gpm. Thus with two flanges an extra 1200 gpm is required. Adding this to the 666 gpm required for flushing the gravel gives a total of about 1900 gpm.


3.6   Performance Summary

We can summarize the previous discussion of the various methods in terms of the tangential velocities induced at the filter pack/ formation interface to develop a typical 14-inch diameter well with 28-inch diameter filter pack.

Method Injection Flow Required Peak Tangential Velocity at the bore hole
Jetting (3 jets) 312 gpm 0.003 ft / sec
Line Swab (10 ft of water above swab) ---- 0.125 ft / sec transient
Rocker Beam (10 ft of water above swab) ---- 0.125 ft / sec pulsating
Single Swab with Injection 180* gpm minimum 0.125 ft / sec
Falling Single Swab with Injection 180* gpm minimum very high
Double Swab no Bypass with Injection 180* gpm minimum 0.125 ft / sec
Double Swab with Bypass with Injection 666 gpm 0.125 ft / sec
* Assumes no loss to recharge


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