Financial outlay modeling for a local sewer rehabilitation strategy

被引:27
作者
Ariaratnam, ST
MacLeod, CW
机构
[1] Arizona State Univ, Del E Webb Sch Construct, Tempe, AZ 85287 USA
[2] BP Canada Energy, Calgary, AB, Canada
[3] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2M7, Canada
关键词
sewers; rehabilitation; models; Canada;
D O I
10.1061/(ASCE)0733-9364(2002)128:6(486)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modern infrastructure systems are highly developed, with considerable capital funding invested in them. While capital is spent on new infrastructure initiatives, the maintenance of the present infrastructure must not be neglected. Increasingly, public agencies are being urged to develop improved systematic methodology for allotting their period budgets more appropriately so that the capacity of the installed infrastructure is more fully utilized and sustained. When planning the allocation of investment funds, multiple objectives may exist that are dependent on the constraints, resources available for construction, and the interrelationships and dependencies among all of the alternatives. This makes the task of planning, prioritizing, and allocating funds a complex exercise. This paper presents a financial outlay model called PRISM, Proactive Rehabilitative Sewer Infrastructure Management, which uses linear programming to optimize allocation of funding for the local sewer network maintained by the City of Edmonton, Canada. By grouping sewer pipes into categories based on parameters of age, diameter, material type, waste types, and average depth of cover, the model provides a mechanism for determining the most appropriate allocation or appropriation of funding given a planning horizon and budgetary constraints.
引用
收藏
页码:486 / 495
页数:10
相关论文
共 14 条
[1]  
Aarseth LI, 1999, DURABILITY OF BUILDING MATERIALS AND COMPONENTS 8, VOLS 1-4, PROCEEDINGS, P1247
[2]   Optimization modeling for sewer network management [J].
Abraham, DM ;
Wirahadikusumah, R ;
Short, TJ ;
Shahbahrami, S .
JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 1998, 124 (05) :402-410
[3]  
ARIARATNAM ST, 1998, LOCAL SEWER REHABILI
[4]  
City of Edmonton, 1996, STAND SEW COND RAT S
[5]  
Flourentzou F, 1999, DURABILITY OF BUILDING MATERIALS AND COMPONENTS 8, VOLS 1-4, PROCEEDINGS, P1280
[6]  
HSIEH TY, 1997, J INFRASTRUCT SYST, V3, P134, DOI DOI 10.1061/(ASCE)1076-0342(1997)3:4(134)
[7]   BUDGETING OF WATER DISTRIBUTION IMPROVEMENT PROJECTS [J].
KARAA, FA ;
MARKS, DH ;
CLARK, R .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1987, 113 (03) :378-391
[8]  
MCNAIRN K, 1999, STAR PHOENIX 0918, pA3
[9]   Bridge management by dynamic programming and neural networks [J].
Razaqpur, AG ;
ElHalim, AOA ;
Mohamed, HA .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1996, 23 (05) :1064-1069
[10]  
Sinha KC, 1989, TRANSPORTATION RES R, V1211, P92