02. À¯Ã¼ÀÇ ¹°Áú ¼öÁö

        À¯ÀÔ Áú·® À¯¼Ó() = ¹èÃâ Áú·® À¯¼Ó()

         

             : ´Ü¸é ¨ç, ¨è¿¡¼­ÀÇ Áú·® À¯¼Ó(kg/s)

               : À¯Ã¼ÀÇ ¹Ðµµ(kg/m3)

             : ´Ü¸é ¨ç, ¨è¿¡¼­ÀÇ Æò±Õ À¯¼Ó(m/s)

             : ´Ü¸é ¨ç, ¨èÀÇ ´Ü¸éÀû

        ¿ø°üÀÇ °æ¿ì À̹ǷÎ

             

        Áï,  

              - ¿¬¼Ó½Ä(continuity equation)

            Áï À¯Ã¼ÀÇ À¯¼ÓÀº ´Ü¸éÀû¿¡ ¹Ýºñ·Ê ȤÀº Áö¸§ÀÇ Á¦°ö¿¡ ¹Ýºñ·ÊÇÑ´Ù.

¿¹Á¦ 2-9)

10% ¼Ò±Ý¹°À» 1,000kg/h·Î Áõ¹ß±â¿¡ µµÀÔÇÏ¿© 30%·Î ³óÃà½ÃŲ´Ù. óÀ½ ¼öºÐÀÇ ¸î %¸¦ Áõ¹ß½ÃÄÑ¾ß Çϴ°¡? ¶Ç, °¢ ¹èÃâ È帧ÀÇ À¯·®À» ±¸ÇÏ¿©¶ó.

Ç®ÀÌ)

¸ÕÀú Áõ¹ß °øÁ¤À» ´ÙÀ½°ú °°ÀÌ °£´ÜÈ÷ ³ªÅ¸³½´Ù.

ÃѰý ¹°Áú ¼öÁö

(10% ¼Ò±Ý¹° µµÀÔ Áú·® À¯·®) =

(Áõ¹ß ¼öºÐ ¹èÃâ Áú·® À¯·®) £« (30% ¼Ò±Ý¹° ¹èÃâ Áú·® À¯·®)

                                                                                            ¨ç

¼ººÐ Áú·® ¼öÁö

    ¼Ò±Ý ¼öÁö : (10% ¼Ò±Ý¹° ÁßÀÇ ¼Ò±Ý µµÀÔ Áú·®) =   (Áõ¹ß ¼öºÐ ÁßÀÇ ¼Ò±Ý ¹èÃâ Áú·® À¯·®)  +

                                                                           (30% ¼Ò±Ý¹° ÁßÀÇ ¼Ò±Ý ¹èÃâ Áú·® À¯·®)

                     (1,000)(0.1) = (0) + (0.3)                                                                         ¨è

    ¹° ¼öÁö : (10% ¼Ò±Ý¹° ÁßÀÇ ¹° µµÀÔ Áú·® À¯·®) = (Áõ¹ß ¼öºÐ ÁßÀÇ ¹° ¹èÃâ Áú·® À¯·®) £«

                                                                         (30% ¼Ò±Ý¹° ÁßÀÇ ¹° ¹èÃâ Áú·® À¯·®)

                    (1,000)(0.9) = (1.0) + (0.7)                                                                     ¨é

    ½Ä ¨è¿¡¼­

        

    ½Ä ¨ç ¶Ç´Â ½Ä ¨é¿¡¼­

        

        

    Áõ¹ß ¼öºÐÀÇ ¹éºÐÀ²Àº ´ÙÀ½°ú °°ÀÌ ±¸ÇÑ´Ù.