leachate flow in leakage collection layers due to defects in ...
leachate flow in leakage collection layers due to defects in ... leachate flow in leakage collection layers due to defects in ...
GIROUD et al. D Leachate Flow in Leakage Collection Layers Due to Geomembrane Defects A wrand 1 L = Lz A x wd o (116) Combining Equations 24 and 116 gives: A wrand 1 = L z L + to /( 2 sin b ) to /( 2 sin b ) A w dX (117) Equations for A w , and therefore integrations, are simpler with X than with x. Therefore, Equation 117 will be used instead of Equation 116. Two cases must be considered for integration of Equation 117. The first case is defined by t o /(2 sinβ) ≤ L (i.e. Equation 51). Combining Equations 51 and 109 gives the following condition for the first case of integration: m£2 (118) In this case, there are two different expressions for A w depending on X: Equation 49 (complete parabola) if X meets the condition expressed by Equation 52; and Equation 54 (truncated parabola) if X meets the condition defined by Equation 57. Therefore, if μ ≤ 2, Equation 117 can be written as follows: A wrand L + to /( 2 sin b ) z z L L = 1 Aw1 dX + 1 L to /( 2 sin b ) L A w2 dX (119) where A w1 is the value of A w expressed by Equation 49 and A w2 is the value of A w expressed by Equation 54. Integration of Equation 119 gives: A w rand 2 15 L = F H G to sinb I LF + KJ 1 NM HG 2 L sin b t o / I - KJ 3 5 2 2 O QP (120) Combining Equations 115 and 120 gives the following expression for the average wetted fraction in the random scenario: R w rand 2 F 15 L = F H G to sinb I LF + KJ 1 NM HG 2 L sin b t o / I - KJ 3 5 2 2 O QP (121) For practical calculations, it is convenient to use the following dimensionless expression: R w rand =lrand F L where λ rand is a dimensionless factor derived from Equation 121 and defined by: 2 (122) 248 GEOSYNTHETICS INTERNATIONAL S 1997, VOL. 4, NOS. 3-4
GIROUD et al. D Leachate Flow in Leakage Collection Layers Due to Geomembrane Defects L F NM HG 2 3 2 lrand = m 1 + 15 m 52 / I - KJ O QP 2 ( for m £ 2) (123) where μ is a dimensionless parameter defined by Equation 109. The second case for integration of Equation 117 is defined by t o /(2 sinβ ) ≥ L (i.e. Equation 59). Combining Equations 59 and 109 gives the following condition for the second case of integration: m≥2 (124) In this case, integration of Equation 117 is performed using the expression of A w given by Equation 54, hence: A w rand 2 15 L = F H G to sinb I LF + KJ 1 NM HG Combining Equations 115 and 125 gives: R w rand 2 F 15 L = F H G to sinb I F HG 2 L sinb 2 L sinb + 1 - to KJ to I - KJ 3 5/ 2 5/ 2 I LF + KJ 1 NM HG Combining Equations 122 and 126 gives: L F NM HG I F HG 2 L sinb 2 L sinb + 1 - to KJ to I - KJ 3 5/ 2 5/ 2 2 3 2 2 lrand = m 1 + + 1 - 15 mKJ m I F HG I - KJ 52 / 52 / O QP 2 ( for m ≥ 2) 2 2 O QP O QP (125) (126) (127) where μ is a dimensionless parameter defined by Equations 109, 111 and 112. It is important to note that λ rand is given by Equation 123 when μ ≤ 2, and Equation 127 when μ ≥ 2. Values of λ rand , calculated using Equation 123 for μ ≤ 2 and Equation 127 for μ ≥ 2, are given in Table 4 and Figure 10 as a function of the dimensionless parameter μ. It should be noted that λ rand can be used to calculate A w rand using the following equation derived from Equations 115 and 122: A w rand =lrand L 2 (128) Combining Equation 10 with Equations 121 and 126, respectively, gives the following values of R w rand for the case where the leakage collection layer is not full (t o ≤ t LCL ), i.e. the case where the condition expressed by Equation 11 (or Equation 12, which is equivalent) is met: S If μ ≤ 2(whereμ is defined by Equation 111) L F NM HG 32 / 2 F ( Q/ k) 2 L sinb Rwrand = 1 + 3 15 L sin b Q/ k 52 / I - KJ 2 O QP (129) GEOSYNTHETICS INTERNATIONAL S 1997, VOL. 4, NOS. 3-4 249
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GIROUD et al. D Leachate Flow <strong>in</strong> Leakage Collection Layers Due <strong>to</strong> Geomembrane Defects<br />
A<br />
wrand<br />
1 L<br />
=<br />
Lz<br />
A x wd<br />
o<br />
(116)<br />
Comb<strong>in</strong><strong>in</strong>g Equations 24 and 116 gives:<br />
A<br />
wrand<br />
1<br />
=<br />
L<br />
z<br />
L + <strong>to</strong><br />
/( 2 s<strong>in</strong> b )<br />
<strong>to</strong><br />
/( 2 s<strong>in</strong> b )<br />
A<br />
w<br />
dX<br />
(117)<br />
Equations for A w , and therefore <strong>in</strong>tegrations, are simpler with X than with x. Therefore,<br />
Equation 117 will be used <strong>in</strong>stead of Equation 116.<br />
Two cases must be considered for <strong>in</strong>tegration of Equation 117. The first case is def<strong>in</strong>ed<br />
by t o /(2 s<strong>in</strong>β) ≤ L (i.e. Equation 51). Comb<strong>in</strong><strong>in</strong>g Equations 51 and 109 gives the<br />
follow<strong>in</strong>g condition for the first case of <strong>in</strong>tegration:<br />
m£2<br />
(118)<br />
In this case, there are two different expressions for A w depend<strong>in</strong>g on X: Equation 49<br />
(complete parabola) if X meets the condition expressed by Equation 52; and Equation<br />
54 (truncated parabola) if X meets the condition def<strong>in</strong>ed by Equation 57. Therefore, if<br />
μ ≤ 2, Equation 117 can be written as follows:<br />
A<br />
wrand<br />
L + <strong>to</strong><br />
/( 2 s<strong>in</strong> b )<br />
z z L<br />
L<br />
= 1 Aw1<br />
dX<br />
+<br />
1<br />
L <strong>to</strong><br />
/( 2 s<strong>in</strong> b ) L<br />
A<br />
w2<br />
dX<br />
(119)<br />
where A w1 is the value of A w expressed by Equation 49 and A w2 is the value of A w expressed<br />
by Equation 54.<br />
Integration of Equation 119 gives:<br />
A<br />
w rand<br />
2<br />
15 L<br />
=<br />
F H G<br />
<strong>to</strong><br />
s<strong>in</strong>b<br />
I LF<br />
+<br />
KJ 1<br />
NM<br />
HG<br />
2 L s<strong>in</strong> b<br />
t<br />
o<br />
/<br />
I<br />
-<br />
KJ<br />
3 5 2<br />
2<br />
O<br />
QP<br />
(120)<br />
Comb<strong>in</strong><strong>in</strong>g Equations 115 and 120 gives the follow<strong>in</strong>g expression for the average<br />
wetted fraction <strong>in</strong> the random scenario:<br />
R<br />
w rand<br />
2 F<br />
15 L<br />
=<br />
F H G<br />
<strong>to</strong><br />
s<strong>in</strong>b<br />
I LF<br />
+<br />
KJ 1<br />
NM<br />
HG<br />
2 L s<strong>in</strong> b<br />
t<br />
o<br />
/<br />
I<br />
-<br />
KJ<br />
3 5 2<br />
2<br />
O<br />
QP<br />
(121)<br />
For practical calculations, it is convenient <strong>to</strong> use the follow<strong>in</strong>g dimensionless expression:<br />
R<br />
w rand<br />
=lrand<br />
F L<br />
where λ rand is a dimensionless fac<strong>to</strong>r derived from Equation 121 and def<strong>in</strong>ed by:<br />
2<br />
(122)<br />
248 GEOSYNTHETICS INTERNATIONAL S 1997, VOL. 4, NOS. 3-4