Conduit is a command (e.g. pipe, channel, etc.) that conveys water from one command to another one.

Parameter Name Description Default Value
NHYD Hydrograph number.
NAME Name of the component.
From Node The name of the from node.
To Node The name of the destinated node.
COMMENT 1, 2, and 3 Comment for the command.
Tag Optional category or classification.
System Type Specifies the junction’s system type, whether it belongs in the overland, storm, or sanitary system. Blank
Shape Edit the geometric properties of the conduit’s cross-section. CIRCULAR
Geometry 1, 2, 3, and 4 Based on the selected shape, the value will change.
Full Depth [m] Maximum depth of the conduit’s cross section (m or ft) 1
Length [m] Conduit length (m or ft) 400
Inlet Offset [m] Depth or elevation of the conduit invert above the node inverts at the inlet end of the conduit (m or ft). 0
Outlet Offset [m] Depth or elevation of the conduit invert above the node inverts at the outlet end of the conduit (m or ft). 0
Slope [%] Slope of the conduit.
Roughness Manning’s roughness coefficient. 0.01
Initial Flow [m3/s] Initial inflow in the conduit at the start of the simulation (flow units). 0
Flow Limit [m3/s] Maximum flow in the conduit (flow unit)- use 0 or leave blank if not applicable. 0
Full Flow [m3/s] Max/full flow. 0
Entry Loss Coeff. Head loss coefficient associated with energy losses at the entrance of the conduit. 0
Exit Loss Coeff. Head loss coefficient associated with energy losses at the exit of the conduit. 0
Ava. Loss Coeff. Head loss coefficient associated with energy losses along the length of the conduit. 0
Flap Gate YES, if the flap gate exists that prevents flow back through the conduit, or NO if no flap gate exists. NO
Culvert Code Code number of inlet geometry if the conduit is a culvert subject to possible inlet flow control – leave blank otherwise. 0
Inlet Click on … to insert the features of the inlet.

Conduits identified as culverts undergo ongoing monitoring during dynamic wave flow routing to assess whether they adhere to Inlet Control criteria as outlined in the Federal Highway Administration’s publication titled “Hydraulic Design of Highway Culverts” (Publication No. FHWA-NHI-01-020, May 2005).

Street and channel conduits equipped with inlet structures employ the methodologies specified in the Federal Highway Administration’s publication titled “Urban Drainage Design Manual – HEC-22” (Publication No. FHWA-NHI-10-009, August 2013) to ascertain the volume of flow they intercept.

Culver Code Numbers:
Circular Concrete

1 Square edge with headwall

2 Groove end with headwall

3 Groove end projecting

Circular Corrugated Metal Pipe

4 Headwall

5 Mitered to slope

6 Projecting

Circular Pipe, Beveled Ring Entrance

7 45 deg. bevels

8 33.7 deg. bevels

Rectangular Box; Flared Wingwalls

9 30-75 deg. wingwall flares

10 90 or 15 deg. wingwall flares

11 0 deg. wingwall flares (straight sides)

Rectangular Box;Flared Wingwalls and Top Edge Bevel

12 45 deg flare; 0.43D top edge bevel

13 18-33.7 deg. flare; 0.083D top edge bevel

Rectangular Box, 90-deg Headwall, Chamfered / Beveled Inlet Edges

14 chamfered 3/4-in.

15 beveled 1/2-in/ft at 45 deg (1:1)

16 beveled 1-in/ft at 33.7 deg (1:1.5)

Rectangular Box, Skewed Headwall, Chamfered / Beveled Inlet Edges

17 3/4” chamfered edge, 45 deg skewed headwall

18 3/4” chamfered edge, 30 deg skewed headwall

19 3/4” chamfered edge, 15 deg skewed headwall

20 45 deg beveled edge, 10-45 deg skewed headwall

Rectangular Box, Non-offset Flared Wingwalls, 3/4” Chamfer at Top of Inlet

21 45 deg (1:1) wingwall flare

22 8.4 deg (3:1) wingwall flare

23 18.4 deg (3:1) wingwall flare, 30 deg inlet skew

Rectangular Box, Offset Flared Wingwalls, Beveled Edge at Inlet Top

24 45 deg (1:1) flare, 0.042D top edge bevel

25 33.7 deg (1.5:1) flare, 0.083D top edge bevel

26 18.4 deg (3:1) flare, 0.083D top edge bevel

Corrugated Metal Box

27 90 deg headwall

28 Thick wall projecting

29 Thin wall projecting

Horizontal Ellipse Concrete

30 Square edge with headwall

31 Grooved end with headwall

32 Grooved end projecting

Vertical Ellipse Concrete

33 Square edge with headwall

34 Grooved end with headwall

35 Grooved end projecting

Pipe Arch, 18” Corner Radius, Corrugated Metal

36 90 deg headwall

37 Mitered to slope

38 Projecting

Pipe Arch, 18” Corner Radius, Corrugated Metal

39 Projecting

40 No bevels

41 33.7 deg bevels

Pipe Arch, 31” Corner Radius,Corrugated Metal

42 Projecting

43 No bevels

44 33.7 deg. bevels

Arch, Corrugated Metal

45 90 deg headwall

46 Mitered to slope

47 Thin wall projecting