## Abstract An analytical transportโmodel was developed to simulate the propagation of a contaminant in oneโ and twoโdimensional transient flow in groundwater. It is proved that the distribution of concentration at a given time and for a given discharge is identical to that obtained for a different
โฆ LIBER โฆ
A numerical procedure for the solution of the steady state variable density groundwater flow equation
โ Scribed by Kuiper, Logan K.
- Book ID
- 119737268
- Publisher
- American Geophysical Union
- Year
- 1983
- Tongue
- English
- Weight
- 562 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0043-1397
No coin nor oath required. For personal study only.
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T = pressure, atm. u = collision diameter, A (a = azimuthal angle between the axes of the two di-(p(r) = Stockmayer potential, Equation (6) f i ( l J ) \* [ T ~] = reduced collision integral for the Lennardfi(2,2)\* [ T N ] = reduced collision integral for the Lennard-O ( l J ) \* [ TN, S o ] = redu