1D Manholes: Difference between revisions
Content deleted Content added
Tuflowduncan (talk | contribs) |
Tuflowduncan (talk | contribs) |
||
Line 69:
<br>
'''Figure 2: Example Model 1 Long Section'''
<br>
{| align="center" class="wikitable"
! style="background-color:#005581; font-weight:bold; color:white;"| Parameter
! style="background-color:#005581; font-weight:bold; color:white;"| Upstream Conduit
!style="background-color:#005581; font-weight:bold; color:white;"| Downstream Conduit
! style="background-color:#005581; font-weight:bold; color:white;" width=25% | Manhole
|-
|ID || UC-2 || Manhole || DC-1
|-
|Type || R || R || R
|-
|Invert Level (m AD) || N/A || N/A || 99.6
|-
|Upstream Invert Level (m AD) || 99.8 ||99.7 || N/A
|-
|Downstream Invert Level (m AD) || 99.7 || 99.6 || N/A
|-
|Width(m) || 1 || N/A || 1
|-
|Form Loss || 0 || 1 || N/A
|-
|Flow Width(m) || N/A || N/A || 1.8
|-
|K_Fixed || N/A || N/A || 2
|-
|Km || N/A || N/A || 1
|}
<br>
'''Table 1: Relevant Model Parameters for Hand Calculations'''
<br>
The model was run with a steady inflow of 2m<sup>3</sup>s<sup>-1</sup>. The resulting losses from the 1 hour steady inflow simulation are presented in the following figure.
| |||