1D Pits

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Introduction

There are predominantly two types of stormwater pits (drains/gullies) used as inlets to collect overland runoff and transfer that water to the underlying drainage/culvert network;

• Grated inlets
• Lintel side inlets (side entry pits / kerb inlets).

This page of the Wiki describes how pit inlet data is incorporated into a TUFLOW model.

Pit Inlet Types

Grate (London, UK)

Grates, also known as Gully Pots, are common in the United Kingdom and are generally a square grate on top of a circular chamber and a riser outlet. The outlet will then feed into a larger culvert that forms part of the larger urban drainage network.

Lintel (http://www.lgam.info/side-entry-pit)

Lintels, also know as side entry pits are common in Australia. The pit chamber can vary depending on overall depth, length and the additional of any haunched riser units.

Pit inflow information is defined within TUFLOW via user defined pit inlet curves. This approach allows for unlimited flexibility. Any pit design or configuration can be incorporated into a TUFLOW model if the inlet depth-discharge relationship is known. Refer to supplier specification documentation or local drainage guidance for developing depth-discharge relationships. Examples are provided in the following section.

Pit Inlet Data Sources

Pit inlet depth-discharge data can be obtained from a variety of sources. The most common typically being from suppliers or local agencies who enforce consistent design standards within their jurisdiction. Examples from Sutherland Shire Council and Brisbane City Council are provided below.

Sutherland Shire Council

The Sutherland Shire Council Urban Drainage Manual (1992) includes summary tables and graphs documenting pit grate and lintel capacity information derived from Department of Main Roads field tests. The Sutherland Shire Council pit guidelines are based on the standardised design shown below:

The capacity of a pit depends on three factors:

• The area of clear opening of the grate
• The depth of water ponding over the grate
• The length of lintel opening

The following graphs summarise grate and lintel discharge estimates for a range of water depths and blockage factors.

The above graphs estimate unit length and area flow estimates. These unit values are multiplied by real pit dimensions to define at site depth/flow characteristics.

An example is provided below for a single pit location. TUFLOW modelling requires the derivation of a unique depth-discharge curve for each pit type within the modelled area.

Brisbane City Council

The pit inlet curve examples below originate from Brisbane City Council 8000 series standard drawings: https://www.brisbane.qld.gov.au/planning-building/planning-guidelines-tools/planning-guidelines/standard-drawings

TUFLOW Model Inputs

The steps required to represent pit inlet information within a TUFLOW model is summaries below:

1. Import an empty 1d_nwk GIS file from the TUFLOW file template folder (model\gis\empty).
2. Digitise points to represent pit locations. The points should be snapped to the start or end of 1d_nwk line features that define the underground pipe network.
3. Update the field attributes for each Pit point. Refer to 5.12.2 of the 2016 TUFLOW Manual. The most commonly used:
   • Type = Q (C, R and W are also options if pit inlets based on structure dimension is required instead of using a Pit Inlet Database approach).
   • US_Invert = Used to specify the ground elevation of the pit. If Conn_1D_2D is set to “SXL”, US_Invert is used as the amount by which to lower the 2D cell and the pit channel invert is set to this level.
   • DS_Invert = The bottom elevation of the pit. This input can also be used to set the upstream and downstream inverts of connected pipes/channels.
   • Inlet_Type = For Q pit channels, the name of a pit inlet type in the Pit Inlet Database.
   • Conn_1D_2D = SXL can be specified to connect the 1D pit or node to the 2D domain and lower the 2D cell by the amount of the US_Invert attribute. The invert of the pit channel is set to the lowered 2D cell level. This is useful to help trap the water into the pit as it flows overland in the 2D domain. This feature works well in combination with the new Read GIS SA PITS option.
4. Update the Estry Control File (*.ecf) to include reference to the new 1d_nwk GIS file.
   Read GIS Network ==..\model\mi\Estry\1d_nwk_****.MIF
   
5. Create a Pit Inlet Database file. This file is a csv file listing each type of pit (matching the names listed in the 1d_nwk "Inlet_Type" field). It also provides reference to the depth-discharge curve information.
   File:Pit Inlet Dbase 000.JPG
6. Create the Source file referenced in the Pit Inlet Database. The source file defines the depth-discharge information for each pit. The column headers must match the entries in the Pit Inlet Database.
   File:Pit Inlet Dbase 001.JPG
7. Update the Estry Control File (*.ecf) to include reference to the Pit Inlet Database.
   Pit Inlet Database ==..\pit_dbase\EG_pit_dbase.csv
   

Pit Search Distance

Some agency pit dataset may not have all point pit features snapped to the associated line pipe features. The *.ecf command "Pit Search Distance" can be useful in this instance. It automatically connects floating nodes to the 1D pipe network where connectors are not snapped to channel ends:

Pit Search Distance ==xxx
Read GIS Network ==..\model\mi\1d_nwke_*****.MIF

The order of the "Pit Search Distance" command is important as it can be repeated multiple times with different values that are assigned to the 1d_nwke(s) below the Pit Search Distance command. There is an example on the TUFLOW Forum here that describes the setup of the commands within the .ecf.

To check if the Pit Search Distance is working as expected, import the *_nwk_C_check file to visually see if the pits are automatically connecting to a culvert. The image below is an example of the *_nwk_C_check file and the connections TUFLOW has made to each pit.

Any further questions please email TUFLOW support: support@tuflow.com

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