FHWA Report 1.1

REPORT_FILENAME	"N:\01\60\08398-00\115826\400-Engineering\Drainage\EngData\Inlet Spacing\Scupper Calcs\HY_CUY-00480-06.120_LT.docx"
TYPE	docx

BEGIN_REPORT
WRITE_HEADING	"Hydraulic Analysis Report"	0
WRITE_HEADING	"Project Data"	1
WRITE_PARAGRAPH	"Project Title: CUY-00480-06.120"
WRITE_PARAGRAPH	"Designer:"
WRITE_PARAGRAPH	"Project Date: Thursday, July 18, 2024"
WRITE_PARAGRAPH	"Project Units:  U.S. Customary Units"
WRITE_PARAGRAPH	"Notes:"
WRITE_HEADING	"Curb and Gutter Analysis: STA 9+10 LT"	1
WRITE_PARAGRAPH	"Notes: "
WRITE_HEADING	"Gutter Input Parameters"	2
WRITE_PARAGRAPH	"Longitudinal Slope of Road: 0.0000 ft/ft"
WRITE_PARAGRAPH	"Cross-Slope of Pavement: 0.0160 ft/ft"
WRITE_PARAGRAPH	"Uniform Gutter Geometry"
WRITE_PARAGRAPH	"Manning's n: 0.0150"
WRITE_PARAGRAPH	"Gutter Width: 1.0000 ft"
WRITE_HEADING	"Gutter Result Parameters"	2
WRITE_PARAGRAPH	"Design Flow: 0.1630 cfs"
WRITE_PARAGRAPH	"Gutter Result Parameters"
WRITE_PARAGRAPH	"Width of Spread: 4.4042 ft"
WRITE_PARAGRAPH	"Gutter Depression: 0.0000 in"
WRITE_PARAGRAPH	"Area of Flow: 0.1552 ft^2"
WRITE_PARAGRAPH	"Eo (Gutter Flow to Total Flow): 0.4972"
WRITE_PARAGRAPH	"Gutter Depth at Curb: 0.8456 in"
WRITE_HEADING	"Inlet Input Parameters"	2
WRITE_PARAGRAPH	"Inlet Location: Inlet on Grade"
WRITE_PARAGRAPH	"Inlet Type: Grate"
WRITE_PARAGRAPH	"Grate Type: P - 1-7/8"
WRITE_PARAGRAPH	"Grate Width: 0.6000 ft"
WRITE_PARAGRAPH	"Grate Length: 1.5000 ft"
WRITE_PARAGRAPH	"Local Depression: 0.0000 in"
WRITE_HEADING	"Inlet Result Parameters"	2
WRITE_PARAGRAPH	"Intercepted Flow: 0.0734 cfs"
WRITE_PARAGRAPH	"Bypass Flow: 0.0896 cfs"
WRITE_PARAGRAPH	"Approach Velocity: 1.0504 ft/s"
WRITE_PARAGRAPH	"Splash-over Velocity: 6.9924 ft/s"
WRITE_PARAGRAPH	"Efficiency: 0.4501"
WRITE_HEADING	"Curb and Gutter Analysis: STA 9+20 LT"	1
WRITE_PARAGRAPH	"Notes: "
WRITE_HEADING	"Gutter Input Parameters"	2
WRITE_PARAGRAPH	"Longitudinal Slope of Road: 0.0000 ft/ft"
WRITE_PARAGRAPH	"Cross-Slope of Pavement: 0.0160 ft/ft"
WRITE_PARAGRAPH	"Uniform Gutter Geometry"
WRITE_PARAGRAPH	"Manning's n: 0.0150"
WRITE_PARAGRAPH	"Gutter Width: 1.0000 ft"
WRITE_HEADING	"Gutter Result Parameters"	2
WRITE_PARAGRAPH	"Design Flow: 0.1180 cfs"
WRITE_PARAGRAPH	"Gutter Result Parameters"
WRITE_PARAGRAPH	"Width of Spread: 3.9017 ft"
WRITE_PARAGRAPH	"Gutter Depression: 0.0000 in"
WRITE_PARAGRAPH	"Area of Flow: 0.1218 ft^2"
WRITE_PARAGRAPH	"Eo (Gutter Flow to Total Flow): 0.5464"
WRITE_PARAGRAPH	"Gutter Depth at Curb: 0.7491 in"
WRITE_HEADING	"Inlet Input Parameters"	2
WRITE_PARAGRAPH	"Inlet Location: Inlet on Grade"
WRITE_PARAGRAPH	"Inlet Type: Grate"
WRITE_PARAGRAPH	"Grate Type: P - 1-7/8"
WRITE_PARAGRAPH	"Grate Width: 0.6000 ft"
WRITE_PARAGRAPH	"Grate Length: 1.5000 ft"
WRITE_PARAGRAPH	"Local Depression: 0.0000 in"
WRITE_HEADING	"Inlet Result Parameters"	2
WRITE_PARAGRAPH	"Intercepted Flow: 0.0581 cfs"
WRITE_PARAGRAPH	"Bypass Flow: 0.0599 cfs"
WRITE_PARAGRAPH	"Approach Velocity: 0.9689 ft/s"
WRITE_PARAGRAPH	"Splash-over Velocity: 6.9924 ft/s"
WRITE_PARAGRAPH	"Efficiency: 0.4927"
WRITE_HEADING	"Curb and Gutter Analysis: STA 9+30 LT"	1
WRITE_PARAGRAPH	"Notes: "
WRITE_HEADING	"Gutter Input Parameters"	2
WRITE_PARAGRAPH	"Longitudinal Slope of Road: 0.0000 ft/ft"
WRITE_PARAGRAPH	"Cross-Slope of Pavement: 0.0160 ft/ft"
WRITE_PARAGRAPH	"Uniform Gutter Geometry"
WRITE_PARAGRAPH	"Manning's n: 0.0150"
WRITE_PARAGRAPH	"Gutter Width: 1.0000 ft"
WRITE_HEADING	"Gutter Result Parameters"	2
WRITE_PARAGRAPH	"Design Flow: 0.0873 cfs"
WRITE_PARAGRAPH	"Gutter Result Parameters"
WRITE_PARAGRAPH	"Width of Spread: 3.4848 ft"
WRITE_PARAGRAPH	"Gutter Depression: 0.0000 in"
WRITE_PARAGRAPH	"Area of Flow: 0.0971 ft^2"
WRITE_PARAGRAPH	"Eo (Gutter Flow to Total Flow): 0.5947"
WRITE_PARAGRAPH	"Gutter Depth at Curb: 0.6691 in"
WRITE_HEADING	"Inlet Input Parameters"	2
WRITE_PARAGRAPH	"Inlet Location: Inlet on Grade"
WRITE_PARAGRAPH	"Inlet Type: Grate"
WRITE_PARAGRAPH	"Grate Type: P - 1-7/8"
WRITE_PARAGRAPH	"Grate Width: 0.6000 ft"
WRITE_PARAGRAPH	"Grate Length: 1.5000 ft"
WRITE_PARAGRAPH	"Local Depression: 0.0000 in"
WRITE_HEADING	"Inlet Result Parameters"	2
WRITE_PARAGRAPH	"Intercepted Flow: 0.0466 cfs"
WRITE_PARAGRAPH	"Bypass Flow: 0.0407 cfs"
WRITE_PARAGRAPH	"Approach Velocity: 0.8986 ft/s"
WRITE_PARAGRAPH	"Splash-over Velocity: 6.9924 ft/s"
WRITE_PARAGRAPH	"Efficiency: 0.5339"
WRITE_HEADING	"Curb and Gutter Analysis: STA 11+20 LT"	1
WRITE_PARAGRAPH	"Notes: "
WRITE_HEADING	"Gutter Input Parameters"	2
WRITE_PARAGRAPH	"Longitudinal Slope of Road: 0.0000 ft/ft"
WRITE_PARAGRAPH	"Cross-Slope of Pavement: 0.0160 ft/ft"
WRITE_PARAGRAPH	"Uniform Gutter Geometry"
WRITE_PARAGRAPH	"Manning's n: 0.0150"
WRITE_PARAGRAPH	"Gutter Width: 1.0000 ft"
WRITE_HEADING	"Gutter Result Parameters"	2
WRITE_PARAGRAPH	"Design Flow: 0.5760 cfs"
WRITE_PARAGRAPH	"Gutter Result Parameters"
WRITE_PARAGRAPH	"Width of Spread: 7.0705 ft"
WRITE_PARAGRAPH	"Gutter Depression: 0.0000 in"
WRITE_PARAGRAPH	"Area of Flow: 0.3999 ft^2"
WRITE_PARAGRAPH	"Eo (Gutter Flow to Total Flow): 0.3345"
WRITE_PARAGRAPH	"Gutter Depth at Curb: 1.3575 in"
WRITE_HEADING	"Inlet Input Parameters"	2
WRITE_PARAGRAPH	"Inlet Location: Inlet on Grade"
WRITE_PARAGRAPH	"Inlet Type: Grate"
WRITE_PARAGRAPH	"Grate Type: P - 1-7/8"
WRITE_PARAGRAPH	"Grate Width: 0.6000 ft"
WRITE_PARAGRAPH	"Grate Length: 1.5000 ft"
WRITE_PARAGRAPH	"Local Depression: 0.0000 in"
WRITE_HEADING	"Inlet Result Parameters"	2
WRITE_PARAGRAPH	"Intercepted Flow: 0.1754 cfs"
WRITE_PARAGRAPH	"Bypass Flow: 0.4006 cfs"
WRITE_PARAGRAPH	"Approach Velocity: 1.4402 ft/s"
WRITE_PARAGRAPH	"Splash-over Velocity: 6.9924 ft/s"
WRITE_PARAGRAPH	"Efficiency: 0.3045"
END_REPORT
