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Section 11:
HY-8
2
Section 11
HY8 Culvert Design Software
HY8 is a Window interactive program with a DOS engine
that allows the user to :
1. Design and analyze a culvert or a system of culvert
2. Consider and analyze roadway overtopping
3. Generate and route hydrographs through a culvert
4. Design and analyze energy dissipators
3
Section 11
HY8 Example
Design Flow for Q25 = 100cfs
Check Flow for Q100 = 250cfs
Tailwater Data-Trapezoidal Channel
Side Slopes = 1.5:1
Bottom Width = 3.5ft
Channel Slope = 0.008ft/ft
Channel Invert Elevation = 1342.6ft
Manning’s n value = 0.035
Natural stream channel with gravel, cobbles, few boulders
S = 0.008 ft/ft
300ft
El = 1345ft
El=1360ft
40ft
4
Section 11
HY8 Example
1. Open up the HY8 Input Generator
2. Create a new project
Select Continue
5
Section 11
HY8 Example
3. Add new culvert crossing
6
Section 11
Minimum Flow 0.0 cfs
Design Flow 100.0 cfs
Maximum Flow 250.0 cfs
HY8 Example
4. Enter the following “Discharge Data” into the Crossing Data
5. Enter the following “Tailwater Data” into the Crossing Data window
Channel Type Trapezoidal Channel
Bottom Width 3.5 ft
Side Slope (H:V) 1.5:1
Channel Slope 0.008 ft/ft
Manning’s n (channel) 0.035
Channel Invert Elevation 1345.0 ft
7
Section 11
HY8 Example
6. Click “View” button to see the Rating Curve
8
Section 11
HY8 Example
7. Plot the Rating Curve, but when finished, close the plot
window and choose “OK” in the Rating Curve window.
9
Section 11
HY8 Example
8. Enter the following “Roadway Data” into the Crossing Data
Roadway Profile Shape Constant Roadway Elev.
First Roadway Station 0.0 ft
Crest Length 100.0 ft
Crest Elevation 110.0 ft
Roadway Surface Paved
Top Width 150.0 ft
10
Section 11
HY8 Example
9. Enter the following “Culvert Data” into the Crossing Data
Name Example 1
Shape Circular
Material Concrete
Diameter 4.0 ft
Manning’s n 0.012
Inlet Type Conventional
Inlet Edge Condition Grooved End Projection
Inlet Depression? No
11
Section 11
HY8 Example
10. Enter the following “Site Data” into the Crossing Data
Site Data Input Option Culvert Invert Data
Inlet Station 100.0 ft
Inlet Elevation 1345.0 ft
Outlet Station 400.0 ft
Outlet Elevation 1342.6 ft
Number of Barrels 1.0
12
Section 11
HY8 Example
11. Select the Analyze Crossing button. This runs the analysis, but
does not save the information.
13
Section 11
HY8 Example
12. Select the Crossing Rating Curve button.
14
Section 11
HY8 Example
13. A plot of the rating curve (Headwater Elevation vs. Discharge)
will appear. After viewing, close plot window.
15
Section 11
HY8 Example
14. Select Culvert Summary Table option in the Display box.
16
Section 11
HY8 Example
15. Select the Culvert Performance Curve button.
17
Section 11
HY8 Example
16. A plot of the performace curve (Inlet/Outlet Control Headwater
Elevation vs. Discharge) will appear. After viewing, close window.
18
Section 11
HY8 Example
17. Select the Water Surface Profiles option in the Display box.
19
Section 11
HY8 Example
18. Select the 100 cfs profile (fourth from the top) and select the
Selected Water Profile button.
20
Section 11
HY8 Example
19. A plot of the curve profile (for the selected discharge of 100
cfs) will appear. After viewing, close window.
21
Section 11
HY8 Example
20. Select the Close button on the Analysis window.
22
Section 11
HY8 Example
21. Select the “Example 1” culvert in the project explorer to show the culvert
profile for the design discharge in the main window.
23
Section 11
HY8 Example Optional: Defining View
FV-1. Select the Front View icon. A message will appear in the
Main window describing the requirement to define lateral culvert
sections. Right click to do so.
24
Section 11
HY8 Example
FV-2. A message will appear. Select “Define Roadway Culvert
Stations.
25
Section 11
HY8 Example
FV-3. The Roadway Profile
window appears. Notice
that the roadway station
data (0.00 ft and 50.00 ft)
entered in step 7 are in this
window. Click on Example
1 Station field (currently the
default is zero.
26
Section 11
HY8 Example
FV-4. Enter the station of
the centerline of the culvert
system. For this example,
let’s assume that this is at
roadway station 25.0 ft ( or
halfway between the
roadway section acting as a
weir.
27
Section 11
HY8 Example
FV-5. Choose
“OK” and the
Main Window
presents the
Front View of
the crossing.
28
Section 11
HY8 Example
Saving the Project File
22. Select the Save As option from the File menu.
When prompted, call the project file TrainingClass.
The program will automatically add the .HY8
extension to this file.
29
Section 11
HY8 Example
Viewing Report
23. Select the Create Report option from the Culvert menu.
30
Section 11
HY8 Example
24. The Report
Generator window
will appear:
31
Section 11
HY8 Example
25. Select “OK” to export the data in the Included fields
window to a report file. Additional data could be exported
by selecting some or all items in the Available fields
window and using the right arrow (>) to copy the fields
from the available fields to the included fields window.
26. After selecting “OK”, a rich text (RTF) file is exported
and opened in Microsoft Word or whatever application is
assigned to open RTF files (possibly Wordpad if you do
not have Microsoft Word installed). The report could have
been exported in PDF format by selecting PDF for the File
Format in the Report Generator window.
32
Section 11
HY8 Optional Editing HY8 Report
ED-1. If you have Microsoft Word, you should see the
following view after exporting the report:
33
Section 11
HY8 Optional Editing HY8 Report
ED-2. Scroll down to the following page. You should see
the following table:
34
Section 11
HY8 Optional Editing HY8 Report
ED-3. Click within the table so the border appears around the table.
Then right-click on the border of the table and select the Format Frame
option as shown below:
35
Section 11
HY8 Optional Editing HY8 Report
ED-4. In the Frame window, select the Remove Frame button:
36
Section 11
HY8 Optional Editing HY8 Report
ED-5. Scroll down to the next page. You should see the following
graph:
37
Section 11
HY8 Optional Editing HY8 Report
ED-6. Right-click on this graph and select the Format Picture option:
38
Section 11
HY8 Optional Editing HY8 Report
ED-7. In the Format Picture window, select the Layout tab, select the In
line with text option, and select OK.
39
Section 11
HY8 Optional Editing HY8 Report
ED-8. Continue editing all your tables and graphs as described in the
steps above by locking the anchor on all the tables and setting the
graphs so they are all in line with the text.
ED-9. Select the View / Normal menu item. Finish formatting your
report document by removing all the unwanted page breaks and adding
any additional information you wish to add to the report. After you are
done editing, you can select the View / Print Layout menu item to see
what the report will look like when it is printed.
40
Wrap Up of Day 2
That Ends our training course on HY8
Questions?

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HY8.pdf

  • 2. 2 Section 11 HY8 Culvert Design Software HY8 is a Window interactive program with a DOS engine that allows the user to : 1. Design and analyze a culvert or a system of culvert 2. Consider and analyze roadway overtopping 3. Generate and route hydrographs through a culvert 4. Design and analyze energy dissipators
  • 3. 3 Section 11 HY8 Example Design Flow for Q25 = 100cfs Check Flow for Q100 = 250cfs Tailwater Data-Trapezoidal Channel Side Slopes = 1.5:1 Bottom Width = 3.5ft Channel Slope = 0.008ft/ft Channel Invert Elevation = 1342.6ft Manning’s n value = 0.035 Natural stream channel with gravel, cobbles, few boulders S = 0.008 ft/ft 300ft El = 1345ft El=1360ft 40ft
  • 4. 4 Section 11 HY8 Example 1. Open up the HY8 Input Generator 2. Create a new project Select Continue
  • 5. 5 Section 11 HY8 Example 3. Add new culvert crossing
  • 6. 6 Section 11 Minimum Flow 0.0 cfs Design Flow 100.0 cfs Maximum Flow 250.0 cfs HY8 Example 4. Enter the following “Discharge Data” into the Crossing Data 5. Enter the following “Tailwater Data” into the Crossing Data window Channel Type Trapezoidal Channel Bottom Width 3.5 ft Side Slope (H:V) 1.5:1 Channel Slope 0.008 ft/ft Manning’s n (channel) 0.035 Channel Invert Elevation 1345.0 ft
  • 7. 7 Section 11 HY8 Example 6. Click “View” button to see the Rating Curve
  • 8. 8 Section 11 HY8 Example 7. Plot the Rating Curve, but when finished, close the plot window and choose “OK” in the Rating Curve window.
  • 9. 9 Section 11 HY8 Example 8. Enter the following “Roadway Data” into the Crossing Data Roadway Profile Shape Constant Roadway Elev. First Roadway Station 0.0 ft Crest Length 100.0 ft Crest Elevation 110.0 ft Roadway Surface Paved Top Width 150.0 ft
  • 10. 10 Section 11 HY8 Example 9. Enter the following “Culvert Data” into the Crossing Data Name Example 1 Shape Circular Material Concrete Diameter 4.0 ft Manning’s n 0.012 Inlet Type Conventional Inlet Edge Condition Grooved End Projection Inlet Depression? No
  • 11. 11 Section 11 HY8 Example 10. Enter the following “Site Data” into the Crossing Data Site Data Input Option Culvert Invert Data Inlet Station 100.0 ft Inlet Elevation 1345.0 ft Outlet Station 400.0 ft Outlet Elevation 1342.6 ft Number of Barrels 1.0
  • 12. 12 Section 11 HY8 Example 11. Select the Analyze Crossing button. This runs the analysis, but does not save the information.
  • 13. 13 Section 11 HY8 Example 12. Select the Crossing Rating Curve button.
  • 14. 14 Section 11 HY8 Example 13. A plot of the rating curve (Headwater Elevation vs. Discharge) will appear. After viewing, close plot window.
  • 15. 15 Section 11 HY8 Example 14. Select Culvert Summary Table option in the Display box.
  • 16. 16 Section 11 HY8 Example 15. Select the Culvert Performance Curve button.
  • 17. 17 Section 11 HY8 Example 16. A plot of the performace curve (Inlet/Outlet Control Headwater Elevation vs. Discharge) will appear. After viewing, close window.
  • 18. 18 Section 11 HY8 Example 17. Select the Water Surface Profiles option in the Display box.
  • 19. 19 Section 11 HY8 Example 18. Select the 100 cfs profile (fourth from the top) and select the Selected Water Profile button.
  • 20. 20 Section 11 HY8 Example 19. A plot of the curve profile (for the selected discharge of 100 cfs) will appear. After viewing, close window.
  • 21. 21 Section 11 HY8 Example 20. Select the Close button on the Analysis window.
  • 22. 22 Section 11 HY8 Example 21. Select the “Example 1” culvert in the project explorer to show the culvert profile for the design discharge in the main window.
  • 23. 23 Section 11 HY8 Example Optional: Defining View FV-1. Select the Front View icon. A message will appear in the Main window describing the requirement to define lateral culvert sections. Right click to do so.
  • 24. 24 Section 11 HY8 Example FV-2. A message will appear. Select “Define Roadway Culvert Stations.
  • 25. 25 Section 11 HY8 Example FV-3. The Roadway Profile window appears. Notice that the roadway station data (0.00 ft and 50.00 ft) entered in step 7 are in this window. Click on Example 1 Station field (currently the default is zero.
  • 26. 26 Section 11 HY8 Example FV-4. Enter the station of the centerline of the culvert system. For this example, let’s assume that this is at roadway station 25.0 ft ( or halfway between the roadway section acting as a weir.
  • 27. 27 Section 11 HY8 Example FV-5. Choose “OK” and the Main Window presents the Front View of the crossing.
  • 28. 28 Section 11 HY8 Example Saving the Project File 22. Select the Save As option from the File menu. When prompted, call the project file TrainingClass. The program will automatically add the .HY8 extension to this file.
  • 29. 29 Section 11 HY8 Example Viewing Report 23. Select the Create Report option from the Culvert menu.
  • 30. 30 Section 11 HY8 Example 24. The Report Generator window will appear:
  • 31. 31 Section 11 HY8 Example 25. Select “OK” to export the data in the Included fields window to a report file. Additional data could be exported by selecting some or all items in the Available fields window and using the right arrow (>) to copy the fields from the available fields to the included fields window. 26. After selecting “OK”, a rich text (RTF) file is exported and opened in Microsoft Word or whatever application is assigned to open RTF files (possibly Wordpad if you do not have Microsoft Word installed). The report could have been exported in PDF format by selecting PDF for the File Format in the Report Generator window.
  • 32. 32 Section 11 HY8 Optional Editing HY8 Report ED-1. If you have Microsoft Word, you should see the following view after exporting the report:
  • 33. 33 Section 11 HY8 Optional Editing HY8 Report ED-2. Scroll down to the following page. You should see the following table:
  • 34. 34 Section 11 HY8 Optional Editing HY8 Report ED-3. Click within the table so the border appears around the table. Then right-click on the border of the table and select the Format Frame option as shown below:
  • 35. 35 Section 11 HY8 Optional Editing HY8 Report ED-4. In the Frame window, select the Remove Frame button:
  • 36. 36 Section 11 HY8 Optional Editing HY8 Report ED-5. Scroll down to the next page. You should see the following graph:
  • 37. 37 Section 11 HY8 Optional Editing HY8 Report ED-6. Right-click on this graph and select the Format Picture option:
  • 38. 38 Section 11 HY8 Optional Editing HY8 Report ED-7. In the Format Picture window, select the Layout tab, select the In line with text option, and select OK.
  • 39. 39 Section 11 HY8 Optional Editing HY8 Report ED-8. Continue editing all your tables and graphs as described in the steps above by locking the anchor on all the tables and setting the graphs so they are all in line with the text. ED-9. Select the View / Normal menu item. Finish formatting your report document by removing all the unwanted page breaks and adding any additional information you wish to add to the report. After you are done editing, you can select the View / Print Layout menu item to see what the report will look like when it is printed.
  • 40. 40 Wrap Up of Day 2 That Ends our training course on HY8 Questions?