By Walid Elshorbagy and Rezaul Kabir Chowdhury

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The principle of superposition may be used to develop the solution for all time periods after the termination of the continuous input [10]. Results of Fourier transform have greater error then results from Laplace transform [11]. The analytical solution of Laplace transform gives results comparable to the more time and calculation consuming Fourier method [11]. Sometimes the concentrations in the 1D zone are too low. The International System of Units (SI) doesn`t include ppb as a unit. m-3]. s-1];τ is the duration of the continuous input [s]; x is the distance between source and monitoring station [m] and tp is the time to pick value [s].

J. Y. Koh, J. H. , New York, xiv + 483 p. R. G. (1995). An accurate numerical algorithm for advective transport. Commun. Numer. Methods. , 11, 1039−1045. [10] Runkel, R. , Bencala, K. E. Environmental Hydrology. Netherlands. pp. 137-164. , Daněček J. Hydrol. , Vol. 50, No. 2, pp. C. (1971) On the interpretation of some longitudinal dispersion experiments. J. Fluid Mech. 48(4);689–702. [13] Field, M. (2002) The QTRACER2 program for Tracer Breakthrough Curve Analysis for Tracer Tests in Karstic Aquifers and Other hydrologic Systems.

15, the answer is equals 180; so the solution is gi (x) ≤180. This on the curve (m0n0); the corresponding b coincides with the original problem statement gi (x) ≤Bi. Equation (21) is expressed as  19200 9840 X1  X2  35  FA11 (1   ) Q Q (25) which is the same as Equation (24) pr[ A3  35  19200 9480 X1  X2 ]   Q Q Using the above conversion algorithm, we can obtain K = b K>0, and hence (26) , where K is constant, and Optimal Design of the Water Treatment Plants 23 b  using diagram  b  K   i when 1 using diagram  c  bi (27) and 1 − α is the complementary probability of α.

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Water Treatment by Walid Elshorbagy and Rezaul Kabir Chowdhury
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