Ambient Flow Distributions Sample Clauses

Ambient Flow Distributions. Ambient flow measurements collected after each successive phase of well development (Figure V-4) varied from -0.34 L/ min to 0.04 L/min for well cluster 38-39-40, and from -0.06 L/ min to 0.29 L/min for well cluster 41-42-43. The sign convention is positive for upward flow and negative for downward flow. The initial development, if properly conducted, should displace extraneous fines from the wellbore. From observation of the flowmeter plots, it is apparent that the initial development (overpumping and backwashing in this case) is important. A relatively large change in ambient flow is displayed after the first development by all xxxxx except xxxxx 42 and 43. The magnitude of the changes in ambient flows decrease with ensuing stages of development. Following the first stage of development, the changes that occur in the ambient flows also vary according to well type and differences in aquifer materials. The modified rotary wash xxxxx (40 and 42) exhibit ambient flow profiles that were essentially reproducible after the first stage of development. The ambient flow profiles for the xxxxx constructed with an artificial filter pack (38 and 41) show differing responses after the second and third development (Figure V-4). The ambient Table V-1. Testing Sequence Test
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Related to Ambient Flow Distributions

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