Page 67 - Shawl Weaving Artisan - TP
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Textile & Handloom                                                                Exercise 1.4.38

            Shawl Weaving Artisan - Defects and Yarn Quality

            Sectional warping calculations

            Objectives : At the end of this exercise you shall be able to
            •  calculate the creel capacity, number of sections, number of patterns per section, width of warp, and total
              number of ends during sectional warping.

              Requirements

               Tools/Equipment’s/Instruments                      Materials
               •  Warping drum or sectional                       •  Bobbins                            - 1 No.
                  warping machine                   - 1 No.       •  Notebook                           - 1 No.
               •  Creel                             - 1 No.       •  Pen                                - 1 No.
               •  Cones                             - 1 No.


            PROCEDURE
            Given example for calculation Table 1

                                                            Table 1
               S. No.                  Parameter                                       Value
                 1     Total ends required                         2400 ends
                 2     Section width (on warp beam.)               1 inch
                 3     Creel capacity                              100 cones/bobbins per creel
                 4     Warp beam flange width                      50 inches
                 5     Ends Per inch (EPI)                         60

            Step-by-Step calculations                                = 60 ends per section
            1  Width of Warp (On Reed / Beam)                     Ends per section = 60.
                           Total   Ends                           4  Number of  Patterns per  Section  (Cone  Creel
            Width   of  Warp
                              EPI                                   Loading)
                           2400                                   Given Creel capacity = 100 cones
            Width  of     Warp
                            60                                    So total possible  number of ends that can run
                                                                  simultaneously = 100 ends
                   = 40 inches
                                                                  We need 60 ends per section, which is less than 100, so
            Warp width = 40 inches                                creel capacity is sufficient.
            2  Number of sections                                 If ends per section were more than 100, we would have
            Sectional warping uses 1 inch section width, so:      to wind in multiple patterns (multiple creel loads).
                                 Warp  Width                      In this case:
            Number  of      Sections
                                Section  Width                                                    Ends   per   Section
                                                                  Number of Patterns per Section   =
                                40                                                                 Creel   Capacity
            Number    of   Sections                                                              60
                                 1                                Number of Patterns per Section  =

               = 40 sections                                                                     40
                                                                                               = 0.6 ≈1 approx.
            Number of Sections = 40
                                                                  Only 1 pattern per section needed.
            3  Ends per Section                                   5  Creel capacity check
                                  Total   Ends
            Ends   per   Section                                  Since ends per section (60) < Creel capacity (100), only
                              Number  of      Sections            single creel loading needed per section.

                              2400
            Ends   per   Section                                  6  Summary of calculations (Table 2)
                               40
                                                                                                                55
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