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 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
- Page 1 and 2: Technical Paper by J.P. Giroud, B.A
- Page 3 and 4: GIROUD et al. D Leachate Flow in Le
- Page 5 and 6: GIROUD et al. D Leachate Flow in Le
- Page 7 and 8: GIROUD et al. D Leachate Flow in Le
- Page 9 and 10: GIROUD et al. D Leachate Flow in Le
- Page 11 and 12: GIROUD et al. D Leachate Flow in Le
- Page 13 and 14: GIROUD et al. D Leachate Flow in Le
- Page 15 and 16: GIROUD et al. D Leachate Flow in Le
- Page 17 and 18: GIROUD et al. D Leachate Flow in Le
- Page 19 and 20: GIROUD et al. D Leachate Flow in Le
- Page 21 and 22: GIROUD et al. D Leachate Flow in Le
- Page 23 and 24: GIROUD et al. D Leachate Flow in Le
- Page 25: GIROUD et al. D Leachate Flow in Le
- Page 29 and 30: GIROUD et al. D Leachate Flow in Le
- Page 31 and 32: GIROUD et al. D Leachate Flow in Le
- Page 33 and 34: GIROUD et al. D Leachate Flow in Le
- Page 35 and 36: GIROUD et al. D Leachate Flow in Le
- Page 37 and 38: GIROUD et al. D Leachate Flow in Le
- Page 39 and 40: GIROUD et al. D Leachate Flow in Le
- Page 41 and 42: GIROUD et al. D Leachate Flow in Le
- Page 43 and 44: GIROUD et al. D Leachate Flow in Le
- Page 45 and 46: GIROUD et al. D Leachate Flow in Le
- Page 47 and 48: GIROUD et al. D Leachate Flow in Le
- Page 49 and 50: GIROUD et al. D Leachate Flow in Le
- Page 51 and 52: GIROUD et al. D Leachate Flow in Le
- Page 53 and 54: GIROUD et al. D Leachate Flow in Le
- Page 55 and 56: GIROUD et al. D Leachate Flow in Le
- Page 57 and 58: GIROUD et al. D Leachate Flow in Le
- Page 59 and 60: GIROUD et al. D Leachate Flow in Le
- Page 61 and 62: GIROUD et al. D Leachate Flow in Le
- Page 63 and 64: GIROUD et al. D Leachate Flow in Le
- Page 65 and 66: GIROUD et al. D Leachate Flow in Le
- Page 67 and 68: GIROUD et al. D Leachate Flow in Le
- Page 69 and 70: GIROUD et al. D Leachate Flow in Le
- Page 71 and 72: GIROUD et al. D Leachate Flow in Le
- Page 73 and 74: GIROUD et al. D Leachate Flow in Le
- Page 75 and 76: GIROUD et al. D Leachate Flow in Le
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