Hydrology and Water Resource Systems Analysis by Tsihrintzis Vassilios A. Mimikou Maria A. Baltas Evangelos A

Hydrology and Water Resource Systems Analysis by Tsihrintzis Vassilios A. Mimikou Maria A. Baltas Evangelos A

Author:Tsihrintzis, Vassilios A., Mimikou, Maria A., Baltas, Evangelos A.
Language: eng
Format: epub
ISBN: 9781466581333
Publisher: CRC Press


Figure 5.10 Combination of level drawdown of the pumping boreholes.

Solution

Equation 5.48 is applied for r1 = 0.15 m, equal to the borehole radius, and r2 = 2 × 100 = 200 m, the same as the distance from the mirror borehole:

5.9 ANALYTICAL SOLUTIONS OF NON-UNIFORM FLOW

In problems of non-uniform flow, the water level in unconfined aquifers, or the hydraulic head in confined aquifers, is not stable but changes with time. In resolving such problems, the parameter of time is involved, as will be discussed in the following paragraphs.



Download



Copyright Disclaimer:
This site does not store any files on its server. We only index and link to content provided by other sites. Please contact the content providers to delete copyright contents if any and email us, we'll remove relevant links or contents immediately.