Browse > Article

Rehabilitation Priority Decision Model for Sewer Systems  

Lee, Jung-Ho (고려대학교 방재과학기술연구센터)
Park, Moo-Jong (한서대학교 토목공학과)
Kim, Joong-Hoon (고려대학교 건축.사회환경시스템공학과)
Publication Information
Abstract
The main objective of sewer rehabilitation is to improve its function while eliminating inflow/infiltration (I/I). If we can identify the amount of I/I for an individual pipe, it is possible to estimate the I/Is of sub-areas clearly. However, in real, the amount of I/I for an individual pipe is almost impossible to be obtained due to the limitation of cost and time. In this study, I/I occurrence of each sewer pipe is estimated using AHP (Analytic Hierarch Process) and RPDM (Rehabilitation Priority Decision Model for sewer system) was developed using the estimated I/I of each pipe to perform the efficient sewer rehabilitation. Based on the determined amount of I/I for an individual pipe, the RPDM determines the optimal rehabilitation priority (ORP) using a genetic algorithm for sub-areas in term of minimizing the amount of I/I occurring while the rehabilitation process is performed. The benefit obtained by implementing the ORP for rehabilitation of sub-areas is estimated by the only waste water treatment cost (WWTC) of I/I which occurs during the sewer rehabilitation period. The results of the ORP were compared with those of a numerical weighting method (NWM) which is the decision method for the rehabilitation priority in the general sewer rehabilitation practices and the worst order which are other methods to determine the rehabilitation order of sub-areas in field. The ORP reduced the WWTC by 22% compared to the NWM and by 40% compared to the worst order.
Keywords
Inflow/Infiltration; Sewer rehabilitation; Rehabilitation priority;
Citations & Related Records
연도 인용수 순위
  • Reference
1 서울특별시 (1998) 하수관거조사 및 정비 기본설계보고서. 서울특 별시
2 Saaty, T.L. (1990) How to make a decision : The Analytic Hierarchy Process. European Journal of Operational Research, Vol. 48, No. 1, pp. 9-16   DOI   ScienceOn
3 Vargas, L.G. (1990) An overview of the analytic hierarchy process and its applications. European Journal of Operational Research, Vol. 48, No. 1, pp. 2-8   DOI   ScienceOn
4 구리시 (2001) 구리시 하수도정비 기본계획보고서. 구리시
5 deMonsabert, S., Ong, C. and Thornton, P. (1999) An integer programming for optimizing sanitary sewer rehabilitation over a planning horizon. Water Environment Research, Vol. 74, No. 7, pp. 1292-1297
6 Belhadj, N., Joannis, C. and Raimbault, G. (1995) Modelling of Rainfall Induced Infiltration into Separate Sewerage. Water Science and Technology, Vol. 32, No. 1. pp. 161-168
7 Goldberg, D.E. (1990) Genetic Algorithms in Search, Optimization and Machine Learning. Addison-Wesley, Reading, MA
8 구리시 (2002) 한강수계 하수관거정비 시범사업 타당성조사보고서. 구리시
9 deMonsabert, S. and Thornton, P. (1997) A benders decomposition model for sewer rehabilitation planning for infiltration and inflow planning. Water Environment Research, Vol. 69, No. 2, pp. 162-167   DOI   ScienceOn
10 Fenner, R.A. and Sweeting, L. (1999) A Decision Support Model for the Rehabilitation of Non-Critical Sewer. Water Science Technology, Vol. 39, No. 9, pp. 193-200
11 Holland, J.H. (1975) Adaptation in Natural and Artificial Systems. Univ. MI Press
12 Wirahadikusumah, R., Abraham, D.M., Iseley, T. and Prasanth, R.K. (1998) Assessment Technologies for Sewer System Rehabilitation. Automation in Construction, Vol. 7, No. 4, pp. 259-270   DOI   ScienceOn
13 환경부 (1997) 도심 하수관 정비기법 연구. 환경부