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- ¸·½ºÇöûÅ©¿¬±¸¼Ò(Æ÷Ã÷´ã, µ¶ÀÏ) ¹Ú»ç ÈÄ ¿¬±¸¿ø
- University of California,Berkeley PhD
- °í·Á´ëÇб³ ±â°è°øÇаú ¼®»ç Á¹¾÷
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- ±³Àç¸í : FLUID MECHANICS / FRANK WHITE / MCGRAW-HILL
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- °«ÁØÇ¥ ´ÜÅå¹æ : https://open.kakao.com/o/gxretD1b
- °«ÁØÇ¥ À¯Æ©ºê : https://www.youtube.com/@Godjunpyo

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¢º The fifth edition of FLUID MECHANICS continues the tradition of precision, accuracy, accessibility and strong conceptual presentation. The author balances three separate approaches¢¯integral, differential and experimental to provide a foundation for fluid mechanics concepts and applications.

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0°­ O.T °íÈ­Áú 16ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
1°­ Introduction of each chapter in Fluid Mechanics (À¯Ã¼¿ªÇÐ °¢ éÅÍ ¼Ò°³) 44ºÐ
2°­ Solid and Fluid (À¯Ã¼¿Í °íüÀÇ Â÷ÀÌ) 44ºÐ
3°­ Introductory Concepts and Definitions (°³³ä°ú Á¤ÀÇ) 58ºÐ
4°­ Sonic (À½¼Ó) 37ºÐ
5°­ Surface Tension (Ç¥¸éÀå·Â) 49ºÐ
6°­ Equilibrium of a fluid element (¹Ì¼ÒüÀû¿¡ ´ëÇÑ ÆòÇü¹æÁ¤½Ä) 49ºÐ
7°­ Hydrostatic Pressure Distribution (Á¤Áö À¯Ã¼ ¾Ð·Â ºÐÆ÷) 42ºÐ
8°­ Applications to Manometer (¾×ÁÖ°è) - ¿¬½À¹®Á¦ 42ºÐ
9°­ Hydrostatic Forces on Plane Surfaces (Àü¾Ð·Â) 49ºÐ
10°­ Hydrostatic Forces on Plane Surfaces (Àü¾Ð·Â) - ¿¬½À¹®Á¦ 48ºÐ
11°­ Hydrostatic Forces on Plane Surfaces (Àü¾Ð·Â) - º¹½À 44ºÐ
12°­ Hydrostatic Forces on Curved Surfaces (°î¸é¿¡ ÀÛ¿ëÇÏ´Â Àü¾Ð·Â) 45ºÐ
13°­ Buoyancy and Stability (ºÎ·Â°ú ¾ÈÁ¤¼º) 47ºÐ
14°­ Pressure Distribution in Accerlation (°¡¼Óµµ¸¦ ¹Þ´Â À¯Ã¼¿¡¼­ÀÇ ¾Ð·Â) 40ºÐ
15°­ The Reynolds Transport Theorem (·¹À̳îÁîÀÇ ¼ö¼ÛÁ¤¸®) 50ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
16°­ The Reynolds Transport Theorem - Mass Conservation 1 (Áú·®º¸Á¸ÀÇ ¹ýÄ¢) 44ºÐ
17°­ The Reynolds Transport Theorem - Mass Conservation 2 (Áú·®º¸Á¸ÀÇ ¹ýÄ¢) 50ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
18°­ The Reynolds Transport Theorem - Linear Momentum 1 (¿îµ¿·® ¹æÁ¤½Ä) 48ºÐ
19°­ The Reynolds Transport Theorem - Linear Momentum 2 (¿îµ¿·® ¹æÁ¤½Ä) 40ºÐ
20°­ The Bernoulli's Equation (º£¸£´©ÀÌ ¹æÁ¤½Ä) °íÈ­Áú 43ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
21°­ The Bernoulli's Equation (º£¸£´©ÀÌ ¹æÁ¤½Ä) - ¿¬½À¹®Á¦ 47ºÐ
22°­ Differential Relations - Continuity Equation (¿¬¼Ó ¹æÁ¤½Ä) °íÈ­Áú 46ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
23°­ Differential Reltaions - Linear Momentum (¿îµ¿·® ¹æÁ¤½Ä) 45ºÐ
24°­ Navier-Stokes Equation (³ªºñ¿¡-½ºÅ彺 ¹æÁ¤½Ä) 48ºÐ
25°­ Dimensional Analysis and Similarity (Â÷¿øÇؼ®°ú »ó»ç¹ýÄ¢) 52ºÐ
26°­ The Backingham Pi Theorem (¹öÅ·¾öÀÇ Pi Á¤¸®) 41ºÐ
27°­ Viscous Flow in Ducts 1 (°ü³» À¯µ¿ 1) 41ºÐ
28°­ Viscous Flow in Ducts 2 (°ü³» À¯µ¿ 2) 49ºÐ
29°­ External Flow (¿ÜºÎ À¯µ¿) 52ºÐ
30°­ Compressible Flow (¾ÐÃ༺ À¯µ¿) ¢ºÁ¾°­ 52ºÐ