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poster - International Conference of Agricultural Engineering

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widely used for various fields such as physics, engineering, biology, medical and food<br />

sciences. But, as a mentioned above, the RSM has limitations <strong>of</strong> efficiency and errors in the<br />

sensitivity <strong>of</strong> the reliability index. In this study, MLS-RSM was performed for modelling <strong>of</strong><br />

contaminants transport.<br />

A limit state function was approximated by response surface function (RSF), given by:<br />

~<br />

G(<br />

x)<br />

a<br />

0<br />

<br />

n<br />

<br />

a x<br />

<br />

n<br />

<br />

i i<br />

i1 i1<br />

a<br />

ii<br />

x<br />

2<br />

i<br />

(4)<br />

~<br />

where G ( x ) is the approximated RSF, n is the number <strong>of</strong> random variables, and a<br />

0<br />

, a i<br />

, aii<br />

are unknown coefficients. The approximated RSF can be defined in terms <strong>of</strong> basis functions<br />

p (x) and coefficient vector a (x)<br />

:<br />

~<br />

T<br />

G(<br />

x)<br />

p(<br />

x)<br />

a(<br />

x)<br />

(5)<br />

The vector <strong>of</strong> unknown coefficients, a (x)<br />

, is determined by minimizing the error between the<br />

observations and approximations by the limit state function:<br />

n<br />

i1<br />

2<br />

T<br />

p(<br />

x ) a(<br />

x)<br />

G(<br />

x )<br />

E ( x)<br />

w(<br />

x xi<br />

)<br />

i<br />

i<br />

(6)<br />

where n is the number <strong>of</strong> experimental points, w( x xi<br />

) is a weight function depending on<br />

the distance between x and the observation points x<br />

i<br />

, given by:<br />

2 3 4<br />

x xi<br />

1<br />

6r<br />

8r<br />

3r<br />

for r 1<br />

w(<br />

x xi ) w(<br />

r ) <br />

(7)<br />

d<br />

mi 0<br />

for r 1<br />

The coefficient vector a (x)<br />

can be estimated by:<br />

T<br />

1 T<br />

a(<br />

x)<br />

( P W ( x)<br />

P)<br />

P W ( x)<br />

G<br />

(8)<br />

The most probable failure point (MPFP) is determined using by first order reliability method<br />

(FORM) and the MPFP was used as additional input point until the difference between MFPF<br />

and next MPFP is acceptably small (or converge).<br />

3. 1-D Transport <strong>of</strong> chemical contaminants though groundwater<br />

The transport <strong>of</strong> contaminants model cosidering dispersion, advection and retardation is<br />

given by (Van Genuchten & Alves, 1982):

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