Siphon Data Fields

A siphon is an overflow structure that can consist of a single siphon tube or an array of identical siphon tubes. The siphon operates very like a weir structure when the water level is less than or equal to the siphon's Priming Level. Above this level the control operates as a siphon.

Siphon data can be edited on either the Siphon Grid Window of the Links Grid or the Siphon Property Sheet.

To view and edit all siphon data, use the Property Sheet.

This table describes all the siphon specific data which can be used to define a siphon. For details of results fields, see the Link Results Data Fields topic.

Common Data Fields

Fields that are common to the majority of objects can be found in the Common Fields topic.

Siphon Data

Database Table Name: hw_siphon

Show Columns

Database Names

Size, Type and Units

Defaults and Error Limits

Field Name

Help Text

Database Field

Data Type

Size

Units

Precision

Default

Error Lower Limit

Error Upper Limit

Warning Lower Limit

Warning Upper Limit

Crest

This is the level at which flow first starts to go over the siphon with the crest acting as a weir.

Siphon schematic

crest

Double

 

Z

3

 

-9999

9999

 

6000

Crown level

This is the internal top level of the siphon tube. The Crown level minus the Crestlevel gives the height of the siphon tube.

crown_level

Double

 

Z

3

 

-9999

9999

 

6000

Priming level

This is the water level at or below which the siphon will operate as a weir. Above this level the siphon will operate as a primed siphon.

You must satisfy the condition Crown level > Priming level > Crest level.

priming_level

Double

 

Z

3

 

-9999

9999

 

6000

Outlet level

Soffit level of the siphon tube outfall. The siphon is assumed to have a free outfall at this level, and not to be affected by tail water levels. If there are high tail water levels, you should estimate these and use the tail water level as the Outlet level

outlet_level

Double

 

Z

3

 

-9999

9999

 

6000

Width

The internal width of the siphon tube. The tube is assumed to be rectangular in cross-section.

For circular cross-section siphon tubes, the Width is the cross-sectional area divided by the height (Crown level - Crest level).

width

Double

 

L

3

 

0.1

 

 

 

Discharge coefficient as siphon

This is used for primed flow when the water level is above the Priming level. It is used in the equation:

 

Q = N Cs A Ö(2gh)

where:

Q is the discharge

N is the number of siphon tubes

Cs is the discharge coefficient as a siphon

A is the area of opening

h is the differential head

(1)

cd_siphon

Double

 

 

2

1

0.01

 

 

 

Discharge coefficient as weir

This is used for weir flow when the water level is less than or equal to the Priming level. It is used in the equation:

 

Q = N Cw W h Ö(2gh)

where:

Q is the discharge

N is the number of siphon tubes

Cw is the discharge coefficient as a weir

W is the width of the siphon tube

h is the head over the siphon crest

(2)

When operating as a weir, the siphon behaves in the same way as a weir control with the same characteristics. However, the numbers you must enter are slightly different. The equation used for weir controls does not include the Ö2 term.

Therefore the discharge coefficient you enter must be x for a siphon and Ö2x for an identical weir control.

cd_weir

Double

 

 

2

0.544

0.01

 

 

 

Hood soffit level

The level of the soffit hood.

A transitional flow regime is applied as the siphon becomes primed. The simulation engine will linearly interpolate between the weir and siphon (primed) equation values between soffit hood level and priming level.

When Hood soffit level ≤ u/s level ≤ Priming level, then during a simulation, flow is predicted using the following equation:

 

Q = f * Qweir + (1-f) * Qsiphon

where:

Q is the discharge

Qweir is the discharge predicted for weir flow (see Equation (2))

Qsiphon is the discharge predicted for primed flow (Equation (1))

f = ( u/s level – soffit hood level)/(priming level – soffit hood level)

(3)

If a hood soffit level is specified, then it must be greater than the specified Crest but less or equal to the specified Priming level.

If no hood soffit level is specified, the Priming level will be used.

soffit_level Double

 

Z

3

  -9999

9999

 

6000

Number of siphons

You can define a bank of one or more identical siphons. This number must be at least 1.

number_of_siphons

Long Integer

 

 

0

1

1

 

 

 

US node ID

Type in a node reference or choose an existing node reference from the drop down list. This makes up the first part of the link reference.

us_node_id

Text

64

 

0

 

 

 

 

 

Link suffix

A single character between A and Z or 0 and 9 which completes the link reference. This allows a node to have up to 36 downstream links. The suffix is automatically allocated by the software.

link_suffix

Text

1

 

0

1

 

 

 

 

DS node ID

Type in a node reference, or choose an existing node reference from the drop down list.

ds_node_id

Text

64

 

0

 

 

 

 

 

Link type

There are no additional options. The field is hidden on the grid, and read-only on the property sheet.

link_type

Text

6

 

0

SIPHON

 

 

 

 

System type

Choose the system type from the dropdown list. See System Type for more information.

Database Value

Description

Help Text

STORM

Storm Rainfall collection system

FOUL

Foul Wastewater collection system (UK terminology)
SANITARY Sanitary Wastewater collection system (US terminology)
COMBINED Combined Rainfall and wastewater collection system
OVERLAND Overland Overland floodwater collection system
OTHER Other Other system type

system_type

Text

10

 

0

Other

 

 

 

 

Asset ID

For reference only. Designed as a reference to an asset database, but could be used for anything.

asset_id

Text

64

 

0

 

 

 

 

 

Sewer reference

An optional reference to identify the sewer of which this conduit is a part.

sewer_reference

Text

80

 

0

 

 

 

 

 

Points

This field defines the geometry of the link. The underlying data consists of a series of (x,y) pairs defining the vertices of the link. Each link is made up of a series of straight lines between the defined (x,y) points.

This data is not displayed on the grid or property sheet.

Link Vertice Export

Link vertices are included when you export link data to CSV files. There are two options available for exporting link vertices. These are selected on the Select CSV Export Options Dialog using the Coordinate Arrays Format dropdown list. The options are:

  • Packed - The data is exported as a series of x,y pairs.
  • Separately - the data is appended to the end of the row containing the link data. Each x and y value is in a separate (comma separated) field.

point_array

Array

 

XY

0

 

 

 

 

 

DS settlement efficiency (%)

Closed

Water Quality

This section is relevant only to Water Quality Simulations. If the icon is at the start of a paragraph, then that paragraph is only relevant to water quality simulations. If the icon is at the top of a topic, or a section (underneath a section title), or a row in a table, then the complete topic, section or row is only relevant to water quality simulations.

See US settlement efficiency.

ds_settlement_eff

Long Integer

 

 

0

0

0

100

 

 

US settlement efficiency (%)

Closed

Water Quality

This section is relevant only to Water Quality Simulations. If the icon is at the start of a paragraph, then that paragraph is only relevant to water quality simulations. If the icon is at the top of a topic, or a section (underneath a section title), or a row in a table, then the complete topic, section or row is only relevant to water quality simulations.

The settlement efficiency fields allow you to set the effectiveness of an overflow for trapping out sediment. The overflow is a link (normally a pipe) attached to a node acting as a storage tank (storage node or manhole).

Normally the upstream end of the link will be attached to the node and act as the overflow.

The upstream settlement efficiency determines the efficiency for the overflow.

In some circumstances the link may be reversed (storage tank at the downstream end) and the downstream settlement efficiency will be used.

In many cases an overflow will attach to an outfall from the system.

It would be very unusual to have both upstream settlement efficiency and downstream settlement efficiency set to non-zero values.

The valid range is 0-100%. 0% means the overflow acts as a normal continuation link. 100% means that the overflow traps out as much sediment as possible.

us_settlement_eff

Long Integer

 

 

0

0

0

100

 

 

Branch ID

Numeric field used to identify to which long section the link is associated.

Can be set manually or automatically (see Defining Branches topic for more information).

branch_id

Long Integer

 

 

0

 

0

 

 

 

InfoAsset unique ID

Unique ID associated with the corresponding object in an InfoAsset Manager database. When importing from InfoAsset Manager, the InfoAsset ID can be copied from the InfoAsset database in order to maintain links between the two networks.

asset_uid

GUID

 

 

0

 

0

0

0

0

InfoAsset ID

Used to store the ID of the corresponding InfoAsset object when Importing from a Collection Network.

infonet_id Text 40   0          

Siphons

Links Grid

Property Sheets