Analysis of Factors Affecting Peak Loading Coefficient of Sewer Works in Korea

우리나라 하수도시설의 첨두부하율 영향요소 분석

  • 현인환 (단국대학교 토목환경공학과) ;
  • 이영호 (단국대학교 토목환경공학과)
  • Published : 2011.12.15

Abstract

Although peak loading coefficient is one of critical design factors for sewer works, its detailed affecting factors were not analyzed because of limited data availability. This study analyzed the affecting factors on peak loading coefficient with plenty data obtained from several newly constructed sewer works. Simple and multiple regression analysis methods were adopted to analyze the relationships of each variable with or without data filtering. Drainage population, drainage area, population density, and daily sewage flow per person showed very weak relationships under diverse characteristics of cities. However, daily sewage flow per person showed stronger relationships with peak loading when daily sewage flow per person was splitted into two ranges. Population density (i.e., drainage population divided by drainage area) and daily sewage flow per person considerably were related with peak loading coefficient when daily sewage flow per person is less than about 400 Lpcd.

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References

  1. 김정년, (1983) 통계학, 경문사 pp.417-419
  2. 원태연, 정성원 (2001) 통계조사분석, SPSS 아카데미, pp.302-303.
  3. 이제인, (2004) 우리나라 상수도시설의 첨두 부하 영향요소 분석, 상하수도 학회지
  4. 현인환, (2000) 일최대부하율의 확률분포 특성, 대한상하수도학회 추계학술발표회논문집, pp.31-34.
  5. 환경부, (2008) 국내실정에 맞는 침입수/유입수(I/I)산정방법 및 적용방안 연구
  6. 환경부 (2009) 상수도 통계
  7. 환경부 (2010) 상수도시설기준, 한국상하수도협회. pp.1-28.
  8. 환경부 (2011) 하수도시설기준, 한국상하수도협회. pp.1-20.
  9. 일본수도협회(2000), 수도시설설계지침.
  10. 일본하수도협회(2000), 하수도시설계획.설계 지침 및 해설.
  11. 丹保憲仁(1980) 新體系土木工學, 上水道, 日本土木學會
  12. Mcghee, Terencd J. (1991) Water Supply and Sewerage, 6th ed.
  13. AWWA (1989) Distribution Network Analysis for Water Utilities(M32), AWWA.
  14. Kawamura, S. (1997) Integrated Design of Water Treatment Facilities, pp. 12-49, Mcgraw Hill Publishing Co.
  15. Kvalseth, T,O (1997) Cautionary Note about , pp. 279-285, The American statistician.