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GIROUD et al. D Leachate Flow in Leakage Collection Layers Due to Geomembrane Defects 4.3.6 Surface Area of the Wetted Zone in the Case Where the Leakage Collection Layer is Full Combining Equation 17 with Equations 49 to 62 gives the following equations for the case where the leakage collection layer is full (t o > t LCL ), i.e. when the condition expressed by Equation 11 (or Equation 12, which is equivalent) is not met: S When the parabola is complete, i.e. when the following conditions are met: and tLCL 4 sinb tLCL 4 sinb the latter being equivalent to F HG F HG Q kt 1 + 2 LCL Q kt 1 + 2 LCL I I £ KJ tLCL 0 £ x £ L - + 4 sinb L £ X £ L KJ F HG Q 1 2 ktLCL the surface area of the wetted zone is expressed by A w L M A w L N M F HG L N M 4 32 / tLCL = X 1 + 3 sinb F IO 2 1 tLCL Q = 1+ N HG ktLCLKJ Q P 1+ 2 6 sinb t Q 2 kt LCL LCL I KJ IO KJ Q P 12 / 4 x sinb F Q 1 + 2 kt S When the parabola is truncated, the surface area of the wetted zone is expressed by: A w L F A w F HG 4 tLCL = + 3 sinb IO R L S| M N M T| 2 1 tLCL Q = + N M 1 HG ktLCLKJ Q P 1+ 2 6 sinb | M t Q kt 1 2 LCL LCL I HG LCL X - ( X - L) KJ 32 / 32 / O I KJ Q P 32 / 4 x sin b 4( L - x) sinb - 1 - F Q I Q + P M F 1 tLCL 1 + 2 2 kt kt HG LCL O P KJ Q L M N HG LCL O I KJ Q P 32 / 32 / Equations 86 and 87 are valid under two different sets of conditions. The first set is: U V| W| (81) (82) (83) (84) (85) (86) (87) 240 GEOSYNTHETICS INTERNATIONAL S 1997, VOL. 4, NOS. 3-4

GIROUD et al. D Leachate Flow in Leakage Collection Layers Due to Geomembrane Defects and tLCL 4 sinb F HG Q kt 1 + 2 LCL F HG I £ KJ tLCL L £ X £ L + + 4 sinb the latter condition being equivalent to The second set of conditions is: and tLCL 4 sinb F HG F HG tLCL L - + 4 sinb 1 + tLCL 4 sinb Q kt I F HG the latter condition being equivalent to Q k 1 2 LCL Q kt 1 + 2 LCL L Q kt 1 2 LCL I I KJ £ x £ L KJ I ≥ KJ L F HG tLCL £ X £ L + 1 + KJ 4 sinb Q kt 2 2 LCL LCL 0 ≤ x ≤ L I KJ (88) (89) (90) (91) (92) (93) S In the limit case between the case where the parabola is truncated and the case where it is not, Equations 81 to 93 become: tLCL 4 sin b F HG Q kt 1 + 2 LCL x = 0 I Aw = 8 L 2 / 3 = L = X KJ S The surface area of the maximum wetted zone (Figure 7) is derived from Equation 87 for x = L, which gives: A wmax L F IO R L S| M N M T| 2 1 tLCL Q = + N M 1 HG ktLCLKJ Q P 1+ 2 6 sinb | M t LCL 4 L sinb F Q 1 + 2 kt HG LCL O I KJ Q P 32 / U V| W| - 1 (94) (95) (96) (97) GEOSYNTHETICS INTERNATIONAL S 1997, VOL. 4, NOS. 3-4 241

GIROUD et al. D Leachate Flow <strong>in</strong> Leakage Collection Layers Due <strong>to</strong> Geomembrane Defects<br />

4.3.6 Surface Area of the Wetted Zone <strong>in</strong> the Case Where the Leakage Collection Layer<br />

is Full<br />

Comb<strong>in</strong><strong>in</strong>g Equation 17 with Equations 49 <strong>to</strong> 62 gives the follow<strong>in</strong>g equations for the<br />

case where the <strong>leakage</strong> <strong>collection</strong> layer is full (t o > t LCL ), i.e. when the condition expressed<br />

by Equation 11 (or Equation 12, which is equivalent) is not met:<br />

S When the parabola is complete, i.e. when the follow<strong>in</strong>g conditions are met:<br />

and<br />

tLCL<br />

4 s<strong>in</strong>b<br />

tLCL<br />

4 s<strong>in</strong>b<br />

the latter be<strong>in</strong>g equivalent <strong>to</strong><br />

F<br />

HG<br />

F<br />

HG<br />

Q<br />

kt<br />

1 +<br />

2<br />

LCL<br />

Q<br />

kt<br />

1 +<br />

2<br />

LCL<br />

I<br />

I<br />

£<br />

KJ<br />

tLCL<br />

0 £ x £ L - +<br />

4 s<strong>in</strong>b<br />

L<br />

£ X £ L<br />

KJ<br />

F<br />

HG<br />

Q<br />

1<br />

2<br />

ktLCL<br />

the surface area of the wetted zone is expressed by<br />

A<br />

w<br />

L<br />

M<br />

A<br />

w<br />

L<br />

N<br />

M<br />

F<br />

HG<br />

L<br />

N<br />

M<br />

4 32 / tLCL<br />

= X 1 +<br />

3 s<strong>in</strong>b<br />

F<br />

IO<br />

2<br />

1 tLCL<br />

Q<br />

= 1+<br />

N HG<br />

ktLCLKJ<br />

Q<br />

P 1+<br />

2<br />

6 s<strong>in</strong>b<br />

t<br />

Q<br />

2<br />

kt<br />

LCL<br />

LCL<br />

I<br />

KJ<br />

IO<br />

KJ<br />

Q<br />

P<br />

12 /<br />

4 x s<strong>in</strong>b<br />

F Q<br />

1 +<br />

2<br />

kt<br />

S When the parabola is truncated, the surface area of the wetted zone is expressed by:<br />

A<br />

w<br />

L<br />

F<br />

A<br />

w<br />

F<br />

HG<br />

4 tLCL<br />

= +<br />

3 s<strong>in</strong>b<br />

IO<br />

R<br />

L<br />

S|<br />

M<br />

N<br />

M<br />

T|<br />

2<br />

1 tLCL<br />

Q<br />

= +<br />

N<br />

M 1<br />

HG<br />

ktLCLKJ<br />

Q<br />

P 1+<br />

2<br />

6 s<strong>in</strong>b<br />

| M<br />

t<br />

Q<br />

kt<br />

1<br />

2<br />

LCL<br />

LCL<br />

I<br />

HG<br />

LCL<br />

X - ( X - L)<br />

KJ<br />

32 / 32 /<br />

O<br />

I<br />

KJ<br />

Q<br />

P<br />

32 /<br />

4 x s<strong>in</strong> b<br />

4( L - x) s<strong>in</strong>b<br />

- 1 -<br />

F Q I<br />

Q<br />

+ P<br />

M<br />

F<br />

1<br />

tLCL<br />

1 +<br />

2<br />

2<br />

kt<br />

kt<br />

HG<br />

LCL<br />

O<br />

P<br />

KJ<br />

Q<br />

L<br />

M<br />

N<br />

HG<br />

LCL<br />

O<br />

I<br />

KJ<br />

Q<br />

P<br />

32 / 32 /<br />

Equations 86 and 87 are valid under two different sets of conditions. The first set is:<br />

U<br />

V|<br />

W|<br />

(81)<br />

(82)<br />

(83)<br />

(84)<br />

(85)<br />

(86)<br />

(87)<br />

240 GEOSYNTHETICS INTERNATIONAL S 1997, VOL. 4, NOS. 3-4

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