1D Bridges: Difference between revisions
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=Introduction=
The following section looks at bridges using the 1D component of TUFLOW, for information on bridges in the 2D domain please see the following section on [[TUFLOW_2D_Hydraulic_Structures | 2D hydraulic Structures]] and [[Tutorial_Module06#Bridge_Modelling_Option_3:_2D_Layered_Flow_Constriction | Module 6]]. <br>
As a typical rule-of-thumb, if the channel up stream &/or downstream of the bridge is modeled in 1D then the bridge should also be modeled in 1D as well.<br>
<div><ul>
<li style="display: inline-block;"> [[File:1d_Channel_to_1d_Bridge_to_1d_Channel.JPG|thumb|none|220px|Caption 1]] </li>
<li style="display: inline-block;"> [[File:1d_Channel_to_1d_Bridge_to_2d_Channel.JPG|thumb|none|100px|Caption 2]] </li>
<li style="display: inline-block;"> [[File:2d_Channel_to_1d_Bridge_to_1d_Channel.JPG|thumb|none|150px|Caption 3]] </li>
</ul></div>
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*Link to 2D section – this section explains 1D bridges only.
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=Irregular shaped bridges=
=Typical checks=
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