MCP๋กœ ์—ฐ๊ฒฐ โ†’

๊ณ„์‚ฐ ์ž…๋ ฅ

๊ณต์‹

๊ด‘๊ณ 

๊ฒฐ๊ณผ

๋‹ค์•„์‹œ ๋งˆ์ฐฐ๊ณ„์ˆ˜
0.02012
f (๋ฌด์ฐจ์›)
์ƒ๋Œ€ ์กฐ๋„ ฮต/D 0.00045
๋ฐฉ์ •์‹ ์ฝœ๋ธŒ๋ฃฉ-ํ™”์ดํŠธ (์Œํ•จ์ˆ˜)

์ฝœ๋ธŒ๋ฃฉ-ํ™”์ดํŠธ ๋งˆ์ฐฐ๊ณ„์ˆ˜๋ž€?

์ฝœ๋ธŒ๋ฃฉ-ํ™”์ดํŠธ ๋ฐฉ์ •์‹์€ ๊ฑฐ์นœ ๊ด€๊ณผ ๋งค๋ˆํ•œ ๊ด€ ๋ชจ๋‘์—์„œ ๋‚œ๋ฅ˜ ํ๋ฆ„์˜ ๋‹ค์•„์‹œ-๋ฐ”์ด์Šค๋ฐ”ํ ๋งˆ์ฐฐ๊ณ„์ˆ˜ f๋ฅผ ๊ตฌํ•˜๋Š” ํ‘œ์ค€ ์Œํ•จ์ˆ˜ ๊ด€๊ณ„์‹์ž…๋‹ˆ๋‹ค. ๋งˆ์ฐฐ๊ณ„์ˆ˜๋Š” ๋‹ค์•„์‹œ-๋ฐ”์ด์Šค๋ฐ”ํ ์†์‹ค์ˆ˜๋‘ ์‹์„ ํ†ตํ•ด ์••๋ ฅ ์†์‹ค์„ ์œ ์†, ๊ด€ ๊ธธ์ด, ๊ด€๊ฒฝ๊ณผ ์—ฐ๊ฒฐํ•ด ์ฃผ๋Š” ๋ฌด์ฐจ์› ์ˆ˜์ž…๋‹ˆ๋‹ค. ๊ทธ๋Ÿฐ๋ฐ f๊ฐ€ ๋ฐฉ์ •์‹ ์–‘๋ณ€์— ๋™์‹œ์— ๋‚˜ํƒ€๋‚˜๊ธฐ ๋•Œ๋ฌธ์— ๋Œ€์ˆ˜์ ์œผ๋กœ ํ•œ ๋ฒˆ์— ํ’€ ์ˆ˜ ์—†๊ณ , ๋ฐ˜๋ณต ๊ณ„์‚ฐ์„ ํ†ตํ•ด์„œ๋งŒ ๊ฐ’์„ ๊ตฌํ•  ์ˆ˜ ์žˆ์Šต๋‹ˆ๋‹ค.

Moody-style chart of friction factor versus Reynolds number with multiple relative roughness curves
The friction factor decreases with Reynolds number and rises with relative roughness, as captured by the Colebrook-White curves.

๊ณ„์‚ฐ๊ธฐ ์‚ฌ์šฉ ๋ฐฉ๋ฒ•

ํ๋ฆ„์˜ ๋ ˆ์ด๋†€์ฆˆ์ˆ˜(Re), ๊ด€์˜ ์ ˆ๋Œ€ ์กฐ๋„(ฮต), ๊ทธ๋ฆฌ๊ณ  ๊ด€ ๋‚ด๊ฒฝ(D)์„ ์ž…๋ ฅํ•˜์„ธ์š”. ์กฐ๋„์™€ ๊ด€๊ฒฝ์€ ๋ฐ˜๋“œ์‹œ ๊ฐ™์€ ๋‹จ์œ„(์—ฌ๊ธฐ์„œ๋Š” ๋ฐ€๋ฆฌ๋ฏธํ„ฐ)๋กœ ์ž…๋ ฅํ•ด์•ผ ์ƒ๋Œ€ ์กฐ๋„ \(\varepsilon/D\)๊ฐ€ ์˜ฌ๋ฐ”๋ฅด๊ฒŒ ๊ณ„์‚ฐ๋ฉ๋‹ˆ๋‹ค. ์ž…๋ ฅํ•˜๋ฉด ๊ณ„์‚ฐ๊ธฐ๊ฐ€ ์ฝœ๋ธŒ๋ฃฉ-ํ™”์ดํŠธ ๋ฐฉ์ •์‹์„ ์ˆ˜๋ ดํ•  ๋•Œ๊นŒ์ง€ ๋ฐ˜๋ณต ๊ณ„์‚ฐํ•œ ๋’ค, ๋งˆ์ฐฐ๊ณ„์ˆ˜์™€ ์ƒ๋Œ€ ์กฐ๋„๋ฅผ ํ•จ๊ป˜ ๋ณด์—ฌ์ค๋‹ˆ๋‹ค.

๊ณต์‹ ์„ค๋ช…

๋ฐฉ์ •์‹์€ ๋‹ค์Œ๊ณผ ๊ฐ™์Šต๋‹ˆ๋‹ค.

$$\frac{1}{\sqrt{f}} = -2 \log_{10}\!\left( \frac{\varepsilon/D}{3.7} + \frac{2.51}{\text{Re}\,\sqrt{f}} \right) \qquad \frac{\varepsilon}{D} = \frac{\text{Roughness }\varepsilon}{\text{Diameter }D}$$

๋กœ๊ทธ ์•ˆ์˜ ์ฒซ ๋ฒˆ์งธ ํ•ญ์€ ๊ด€ ๋ฒฝ๋ฉด์˜ ์กฐ๋„ ํšจ๊ณผ(๋ ˆ์ด๋†€์ฆˆ์ˆ˜๊ฐ€ ๋†’์„ ๋•Œ ์ง€๋ฐฐ์ )๋ฅผ, ๋‘ ๋ฒˆ์งธ ํ•ญ์€ ์ ์„ฑ ํšจ๊ณผ(๋ ˆ์ด๋†€์ฆˆ์ˆ˜๊ฐ€ ๋‚ฎ์„ ๋•Œ ์ง€๋ฐฐ์ )๋ฅผ ๋‚˜ํƒ€๋ƒ…๋‹ˆ๋‹ค. ์™„์ „ํžˆ ๋งค๋ˆํ•œ ๊ด€(\(\varepsilon = 0\))์—์„œ๋Š” ํ”„๋ž€ํ‹€์˜ ๋งค๋ˆํ•œ ๊ด€ ๋ฒ•์น™์œผ๋กœ ๋‹จ์ˆœํ™”๋ฉ๋‹ˆ๋‹ค. ๋ณธ ๊ณ„์‚ฐ๊ธฐ๋Š” ๋ช…์‹œ์ (explicit) ํ˜•ํƒœ์ธ ์Šค์™€๋ฏธ-์ œ์ธ ๊ทผ์‚ฌ์‹์œผ๋กœ ์ดˆ๊ธฐ๊ฐ’์„ ์žก์€ ๋’ค, ๊ณ ์ •์  ๋ฐ˜๋ณต๋ฒ•์œผ๋กœ f ๊ฐ’์ด ๋” ์ด์ƒ ๋ณ€ํ•˜์ง€ ์•Š์„ ๋•Œ๊นŒ์ง€ ์ •๋ฐ€ํ•˜๊ฒŒ ๋ณด์ •ํ•ฉ๋‹ˆ๋‹ค.

Cross-section of a pipe showing rough inner wall, diameter D, roughness height epsilon, and turbulent flow arrows
Key parameters in the Colebrook-White equation: pipe diameter D and wall roughness height ฮต.

๊ณ„์‚ฐ ์˜ˆ์‹œ

\(\text{Re} = 100{,}000\), \(\varepsilon = 0.045 \text{ mm}\), \(D = 100 \text{ mm}\)์ธ ๊ฒฝ์šฐ ์ƒ๋Œ€ ์กฐ๋„๋Š” \(0.00045\)์ž…๋‹ˆ๋‹ค. ์ฝœ๋ธŒ๋ฃฉ-ํ™”์ดํŠธ ๋ฐฉ์ •์‹์„ ๋ฐ˜๋ณต ๊ณ„์‚ฐํ•˜๋ฉด ๋‹ค์•„์‹œ ๋งˆ์ฐฐ๊ณ„์ˆ˜๋Š” ์•ฝ \(f \approx 0.0205\)๋กœ ์ˆ˜๋ ดํ•˜๋ฉฐ, ์ด๋Š” ๋‚œ๋ฅ˜ ํ๋ฆ„์—์„œ ์ƒ์šฉ ๊ฐ•๊ด€์˜ ์ „ํ˜•์ ์ธ ๊ฐ’์ž…๋‹ˆ๋‹ค.

์ž์ฃผ ๋ฌป๋Š” ์งˆ๋ฌธ

์ด ๊ฐ’์€ ๋‹ค์•„์‹œ ๋งˆ์ฐฐ๊ณ„์ˆ˜์ธ๊ฐ€์š”, ํŒจ๋‹ ๋งˆ์ฐฐ๊ณ„์ˆ˜์ธ๊ฐ€์š”? ๋‹ค์•„์‹œ(๋ฌด๋””) ๋งˆ์ฐฐ๊ณ„์ˆ˜๋ฅผ ๋ฐ˜ํ™˜ํ•ฉ๋‹ˆ๋‹ค. ํŒจ๋‹ ๋งˆ์ฐฐ๊ณ„์ˆ˜๋Š” ์ด ๊ฐ’์˜ 4๋ถ„์˜ 1์ž…๋‹ˆ๋‹ค.

์ฝœ๋ธŒ๋ฃฉ-ํ™”์ดํŠธ ๋ฐฉ์ •์‹์€ ์–ธ์ œ ์œ ํšจํ•œ๊ฐ€์š”? ๋‚œ๋ฅ˜ ํ๋ฆ„, ๋Œ€๋žต \(\text{Re} > 4000\)์—์„œ ์ ์šฉ๋ฉ๋‹ˆ๋‹ค. ์ธต๋ฅ˜(\(\text{Re} < 2300\))์—์„œ๋Š” ๋Œ€์‹  \(f = 64/\text{Re}\)๋ฅผ ์‚ฌ์šฉํ•˜์„ธ์š”.

์กฐ๋„์™€ ๊ด€๊ฒฝ์˜ ๋‹จ์œ„๊ฐ€ ์ค‘์š”ํ•œ๊ฐ€์š”? ๋‘˜์˜ ๋น„์œจ๋งŒ ์ค‘์š”ํ•˜๋ฏ€๋กœ ๊ฐ™์€ ๋‹จ์œ„๋กœ๋งŒ ์ž…๋ ฅํ•˜๋ฉด ๋ฉ๋‹ˆ๋‹ค. mm, m, ์ธ์น˜ ์ค‘ ๋ฌด์—‡์„ ์จ๋„ ๊ฒฐ๊ณผ๋Š” ๋™์ผํ•ฉ๋‹ˆ๋‹ค.

์ตœ์ข… ์—…๋ฐ์ดํŠธ: