|
Section |
Dimensions |
Mass |
Modulus of Section |
Moment of inertia |
|||
|
Width |
Height |
Thickness |
Per pile |
Wall |
|||
|
w |
h |
t |
|
|
|
|
|
|
mm |
mm |
mm |
kg/m |
kg/m2 |
cm3/m |
cm4/m |
|
|
JU400*100 |
400 |
100 |
10.5 |
48 |
120.1 |
874 |
8740 |
|
JU400*125 |
400 |
125 |
13 |
60 |
149.9 |
1340 |
16800 |
|
JU400*170 |
400 |
170 |
15.5 |
76.1 |
190.4 |
2270 |
38600 |
|
JU600*180 |
600 |
180 |
13.4 |
81.6 |
136 |
1800 |
32400 |
|
JU600*204.5 |
600 |
204.5 |
9.4 |
69.2 |
115.3 |
1605 |
32858 |
|
JU600*205.5 |
600 |
205.5 |
10.9 |
76.4 |
127.4 |
1817 |
37348 |
|
JU600*205 |
600 |
205 |
10 |
72.1 |
120.1 |
1690 |
34645 |
|
JU600*210 |
600 |
210 |
18 |
106.2 |
177 |
2700 |
56700 |
|
JU600*215 |
600 |
215 |
14 |
89.5 |
149.2 |
2343 |
50376 |
|
JU600*218.5 |
600 |
218.5 |
15.4 |
98.9 |
164.8 |
2660 |
58118 |
|
JU600*225 |
600 |
225 |
22.3 |
132.3 |
220.8 |
3884 |
104873 |
|
JU600*226 |
600 |
226 |
19 |
114 |
190 |
3200 |
72320 |
|
JU750*225 |
750 |
225 |
14.6 |
110.4 |
147.2 |
2502 |
56301 |
|
Lassen622T |
600 |
206 |
14 |
86.9 |
144.8 |
2206 |
45441 |
Palplanche the full removal JU600*225 of the concrete structures lassen622T would add significant cost to the project. Using them requires a knowledge JU600*225 of the site and the existing foundation. The increase in water level will, for the same flow rate, reduce the average velocity in the upstream reach, lassen622T which may in turn have an impact on the sediment transporting capacity of the channel.
Profils laminés à chaud Lassen 622T engineers design nonstandard JU600×225 expedient structures only when they cannot use standard designs. The levees provide a hydraulic bypass around the abandoned structures in a manner that allows the hydraulic performance to be analyzed and properly designed. The slower velocities lassen 622T will have knock-on effects in terms of water quality and habitat type.
The goal is not to protect and preserve the JU600×225 abandoned structures. The theater engineer coordinates the work of the topographic units in carrying out policy. There are downstream issuesJU600×225 as well, namely that there is likely lassen 622T to be a localised increase in turbulence and flow velocity immediately downstream of the weir.
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