|
Section |
Dimensions |
Mass |
Modulus of Section |
Moment of inertia |
||||
|
Width |
Height |
Thickness |
Thickness |
Per pile |
Wall |
|||
|
w |
h |
t |
s |
|
|
|
|
|
|
mm |
mm |
mm |
mm |
kg/m |
kg/m2 |
cm3/m |
cm4/m |
|
|
LARSSEN 408 |
400 |
200 |
10.5 |
7.8 |
48 |
120.1 |
874 |
8740 |
|
LARSSEN 413 |
400 |
250 |
13 |
8.9 |
60 |
149.9 |
1340 |
16800 |
|
LARSSEN 422 |
400 |
340 |
15.5 |
10.4 |
76.1 |
190.4 |
2270 |
38600 |
|
LARSSEN 607 |
600 |
309 |
7.4 |
7.3 |
49.4 |
82.3 |
754 |
11643 |
|
LARSSEN 608 |
600 |
310 |
8 |
7.8 |
52.2 |
87 |
810 |
12559 |
|
LARSSEN 609 |
600 |
312 |
9 |
8.5 |
56.8 |
94.7 |
904 |
14103 |
|
LARSSEN 610 |
600 |
330 |
8.4 |
7.1 |
55.3 |
92.1 |
1037 |
17103 |
|
LARSSEN 611 |
600 |
330 |
9 |
7.4 |
58.1 |
96.9 |
1100 |
18149 |
|
LARSSEN 612 |
600 |
330 |
10 |
8 |
62.9 |
104.8 |
1204 |
19872 |
|
LARSSEN 612C |
600 |
330 |
10 |
10 |
68.9 |
114.8 |
1269 |
20936 |
|
LARSSEN 613 |
600 |
409 |
8.4 |
7.7 |
61.3 |
102.1 |
1328 |
27191 |
|
LARSSEN 614 |
600 |
410 |
9 |
8 |
64.1 |
106.8 |
1408 |
28859 |
|
LARSSEN 615 |
600 |
411 |
10 |
8.5 |
68.8 |
114.6 |
1540 |
31639 |
|
LARSSEN 616 |
600 |
409 |
9.4 |
8.2 |
69.2 |
115.3 |
1605 |
32858 |
|
LARSSEN 617 |
600 |
410 |
10 |
8.4 |
72.1 |
120.1 |
1690 |
34645 |
|
LARSSEN 618 |
600 |
411 |
10.9 |
8.8 |
76.4 |
127.4 |
1817 |
37348 |
|
LARSSEN 618C |
600 |
360 |
13.4 |
9 |
81.6 |
136 |
1800 |
32400 |
|
LARSSEN 619 |
600 |
419 |
11.6 |
9 |
78.8 |
131.4 |
1920 |
40261 |
|
LARSSEN 620 |
600 |
420 |
12.2 |
9.2 |
81.6 |
136 |
2005 |
42105 |
|
LARSSEN 621C |
600 |
421 |
13.2 |
9.6 |
86.3 |
143.8 |
2146 |
45180 |
|
LARSSEN 621T |
600 |
411 |
13 |
8.7 |
82.2 |
137 |
2067 |
42480 |
|
LARSSEN 622T |
600 |
412 |
14 |
9.1 |
86.9 |
144.8 |
2206 |
45441 |
|
LARSSEN 623 |
600 |
430 |
14 |
9.4 |
89.5 |
149.2 |
2343 |
50376 |
|
LARSSEN 624 |
600 |
435 |
13.8 |
9.2 |
91.2 |
152 |
2424 |
52763 |
|
LARSSEN 625 |
600 |
436 |
14.4 |
9.4 |
94 |
156.7 |
2512 |
54771 |
|
LARSSEN 626 |
600 |
437 |
15.4 |
9.8 |
98.9 |
164.8 |
2660 |
58118 |
|
LARSSEN 627C |
600 |
420 |
18 |
11.8 |
106.2 |
177 |
2700 |
56700 |
|
LARSSEN 627 |
600 |
455 |
14.5 |
9.5 |
96.9 |
161.6 |
2701 |
61468 |
|
LARSSEN 628 |
600 |
456 |
15.3 |
9.8 |
100.8 |
168 |
2823 |
64375 |
|
LARSSEN 630 |
600 |
457 |
16.3 |
10.2 |
105.7 |
176.1 |
2976 |
68010 |
|
LARSSEN 631 |
600 |
451 |
18 |
10.3 |
109.1 |
181.9 |
3073 |
69300 |
|
LARSSEN 632 |
600 |
452 |
19 |
10.7 |
114 |
190 |
3200 |
72320 |
|
LARSSEN 633 |
600 |
453 |
19.8 |
11 |
117.7 |
196.2 |
3340 |
75618 |
|
LARSSEN 723 |
750 |
447 |
13 |
9.2 |
101.2 |
134.9 |
2254 |
50359 |
|
LARSSEN 725 |
750 |
450 |
14.6 |
10 |
110.4 |
147.2 |
2502 |
56301 |
U type sheet pile usually divers LARSSEN 612 investigate underwater LARSSEN 612C piling and LARSSEN 613 other foundations LARSSEN 614 or obstructions. Before embarking on LARSSEN 612 a major weir rehabilitation project, it is LARSSEN 612C important to gain as much information LARSSEN 613 about the weir as possible. Various LARSSEN 614 issues were considered to determine LARSSEN612 the most appropriate source of material for the levees.
U type steel sheet pile tidal currents LARSSEN612 are the alternating LARSSEN612C horizontal movements LARSSEN613 of water associated with LARSSEN614 the rise and fall of the tide. Detailed and LARSSEN 612 reliable drawings are often not available for old LARSSEN 612C structures, in any case they will not tell you the current condition LARSSEN 613 of the weir. Therefore, LARSSEN 614 temporary haul bridges, stockpiling, and LARSSEN612 double handling of embankment LARSSEN612C material would be required.
A progressive LARSSEN612C wave leads to maximum current flow near LARSSEN613 high and low tides. It is LARSSEN613 therefore important to carry out a thorough survey of the existing survey, if necessary LARSSEN614 using divers to examine the underwater parts. In addition, embankment LARSSEN614 materials obtained from upstream of the core would be saturated.
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