Tee

 

To add a tee, select the node into which you want to insert the tee on the Graphic window or in the Data List Window (by enabling the Node view in the drop-down list at the top of this window) and click the button  of Components toolbar (or use the appropriate item in the "Insert" menu). If the selected node already contains a tee, it must be removed first.

The tee element is used to model hydraulic resistance that occur when flows merge/split in tees/olets. This hydraulic losses are caused by the changes in fluid flow rates before/after merging/separating, turning the flow, etc. It is important to understand that the way in which flows merge/split does not have a fundamental effect on this hydraulic resistance. Therefore, regardless of how exactly the pipes are connected - by a tee or, for example, by welding one pipe into another - the tee element can be used to model this resistance in both cases.

Unlike all other piping components, a tee is added as a set of three separate elements - tee niches (or legs). After inserting a tee, each of its three niches will be added to the corresponding pipeline branch and their characteristics will be displayed in the Object Properties Window:

 

 

 

This version of the program considers only those tees in which the side leg is strictly perpendicular to the main ones:

 

 

Accordingly, the tee must have only one side leg and two main legs. If the tee is inserted into a node in which three branches are connected, for each of which their pipes (and other components) have already been specified, then by the spatial orientation of the pipes adjacent to the node with the tee, it is easy to understand in which branch what type of tee niche (main or side leg) will be. Therefore, in this case, when inserting the tee, the program will automatically assign the correct types to each of the tee niches. However, if you insert a tee into an "unfinished" branching (for example, if not all three branches connecting in this node have been specified or not for all of them their pipes and other components have been specified), then since in this case the directions of the tee niches are not clearly defined, when inserting the tee the program may "misguess" the directions of the niches and assign them incorrect types. In this case, the types of tee niches can then be switched manually in the corresponding drop-down lists. However, for convenience, it is recommended to specify tees last, when all other elements of the branches adjacent to a given tee have already been specified and the types of the tee niches are determined unambiguously.

 

It also should be noted that this version of the program considers only those tees in which the diameters of the main legs are equal to each other and the diameter of the side leg is less than or equal to the diameter of the main legs. Therefore:

In each of the specified cases, when calculating the hydraulic resistance of the tee, the program takes into account, in addition to the resistance of the tee itself, also the hydraulic resistance of the diameter change from the diameter specified by the user to the diameter determined during this conversion.

 

 

Please note that from a hydraulic point of view, tees are considered as "point" (or "concentrated") resistances that have no lengths. Therefore, if it is necessary to take into account the dimensions of the tee niches in the calculation (to calculate and account for the friction losses, heat losses and hydrostatic pressure drop that occur on them), they can be modeled separately as pieces of pipes with the corresponding lengths, or their lengths can be added to the lengths of the pipes adjacent to the corresponding tee niches. However, this only makes sense in cases where:

 

In other cases, losses in the tee niches (and therefore their lengths) are usually neglected.