APPROXIMATE ANALYTICAL SOLUTION OF NON-LINEAR BOUSSINESQ EQUATION FOR THE UNSTEADY GROUND WATER FLOW

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Applied Mathematics and Sciences: An International Journal (MathSJ ), Vol. 2, No. 2, June 2015 height

h  x, t 

________________________________________________________________________________ x (m)

t=0

t=0.4

t=0.8

t=1.2

t=1.6

t=1.8

t=2

t=2.8

t=3.2

t=4

(days) (days)

(days)

(days)

(days)

(days)

(days)

(days)

(days)

(days)

0 0.458 0.833 1.125 1.333 1.458 1.5

0.3998 0.6544 0.8627 1.0247 1.1405 1.2100 1.2331

0.4715 0.6798 0.8503 0.9829 1.0776 1.1344 1.1533

0.4715 0.6623 0.8153 0.9304 1.0076 1.0469 1.0483

0.5285 0.6922 0.8261 0.9303 1.0047 1.0494 1.0642

0.5400 0.6928 0.8178 0.9150 0.9844 1.0261 1.0400

0.5665 0.6871 0.7858 0.8625 0.9174 0.9503 0.9612

0.5725 0.6817 0.7710 0.8404 0.8900 0.9198 0.9297

t=4.2

t=4.3

t=4.3 (days) (days)

(days) 0 0.5 1 1.5 2 2.5 3

0.2694 0.5968 0.8646 1.073 1.2218 1.3111 1.3409

0.5772 0.6689 0.7439 0.8022 0.8439 0.8689 0.8772

0.5774 0.6655 0.7376 0.7937 0.8338 0.8578 0.8658

0.5773 0.6638 0.7345 0.7896 0.8289 0.8525 0.8603

Table 3.Numerical values of water head in an unconfined horizontal aquifer for different time t at distance x = 0 , 0.5 , 1,…, 3. height

h  x, t 

________________________________________________________________________________________________________ t x=0 x=0.5 x=1 x=1.5 x=2 x=2.5 x=3 0 0.2694 0.3998 0.4715 0.5139 0.5400 0.5564 0.5665 0.5725 0.5758 0.5772 0.5773

1.4

0.4583 0.5968 0.6544 0.6798 0.6902 0.6928 0.6912 0.6871 0.6817 0.6755 0.6689 0.6655

0.8333 0.8647 0.8627 0.8503 0.8344 0.8178 0.8015 0.7858 0.7710 0.7570 0.7439 0.7376

1.125 1.073 1.0248 0.9829 0.9466 0.9150 0.8872 0.8625 0.8404 0.8204 0.8022 0.7937

1.3333 1.2218 1.1405 1.0776 1.0267 0.9845 0.9485 0.9174 0.8900 0.8657 0.8439 0.8338

1.4583 1.3111 1.2100 1.1344 1.0748 1.0261 0.9853 0.9503 0.9198 0.8929 0.8689 0.8578

1.5 1.3409 1.2331 1.1533 1.0908 1.0400 0.9975 0.9612 0.9297 0.9019 0.8772 0.8658

EXACT HPTM

1.2

1 height h(x ,t )

0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 4 4.2

0.8

0.6

0.4

0.2

0 0

0.5

1

1.5 Distance x

2

2.5

3

Figure 3.Graph of Exact and HPTM solution for height of water table vs distance x.

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