Page 76 - Shawl Weaving Artisan - TT
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Textile & Handloom                                      Related Theory for Exercise 1.4.38
       Shawl Weaving Artisan - Defects and Yarn Quality

       Sectional warping calculation

       Objectives: At the end of this lesson you shall be able to
       •  calculate number of sections required based on total warp yarns and yarns per section.

       Sectional warping: Sectional warping is the commonly   4  Number of patterns per section (P)
       used system for producing woollen and worsted warps. It   Weaving patterned fabric and the pattern repeats across
       is a very flexible system that not only allows for full warp   the width.
       preparation from an individual yarn but can also enable
       warps to be prepared with a combination of yarns of   Formula
       different count and/or colour. Sectional warping is ideal     Ends per section
       when more than one colour of warp yarn is used to form     P =
       patterns, such as in stripes and checks.                   Ends per pattern repeat
                                                            Make sure the result is a whole number; otherwise, you
       Sectional warping calculation                        may need to adjust section or pattern size to ensure
                             Total no of ends               symmetry.
       1  Number of Sections =
                              Creel capacity                5  Width of warp (W)
       Example: The total number of ends in a warp is 2700.   Calculated from the reed count (R) and ends per dent
       Calculate the number of sections to be made, if the   (Ed):
       capacity of creel is 500 bobbins.
                                                            Formula:
       Solution                                                             Total Ends (E)

       Here,                                                W =
                                                                  Reed Count (R)×Ends per Dent (Ed)
       No of ends = 2700                                    For example, if:
       Creel Capacity = 500                                 •  Total Ends = 1200
                           Total no of ends
       Number of Sections =                                 •  Reed Count = 60 dents/inch
                            Creel capacity                  •  Ends per Dent = 2
          2700
       =            = 5.4 ≈ 6.                              Then:
          500                                                   1200
       2  Width of Section =  Width of Warp on Loom Beam    W=
                                                                60×2
                               Number of Sections           =10 inches.
       Example: If 6 sections are to be made for a warp, which   6  Total number of ends (E)
       is 29 inches wide in the reed, calculate the width of each
       section.                                             Calculated from reed count, fabric width, and ends per
       Solution:                                            dent:
       Here, Total width of warp = 29.                      Formula
       Number of Sections = 6                                         E  =   R × W × Ed
                             29                             For example, if:
       Width of each section =          = 4.83.             •  Reed count = 60 dents/inch
                             6
       3  Creel capacity (Cc)                               •  Fabric width = 10 inches
       This refers to how many cones/spools of yarn can be   •  Ends per dent = 2
       mounted on the creel at a time.                      Then:

       Formula                                              E = 60 × 10 × 2 = 1200 ends
            Total Number of Ends                                          Table of key formulas
       Cc =                                         = Ends per Section
             Number of sections                                    Parameter                 Formula
       If already know the number of ends per section (e.g.,      Total Ends (E)     E= R x W x Ed
       based on design or creel size), you can directly determine                           E
       creel capacity.  Alternatively, if creel size is fixed, use:  Width of warp (W)  W =  R x Ed
                             Total Ends                                                   E
       Number of Sections =                                         Number of Sections (S)  S =
                            Creel capacity                                                Cc


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