-
1
-
-
0017634827
-
Design of optimal water distribution systems
-
ALPEROVITS E and SHAMIR U (1977) Design of optimal water distribution systems. Water Resour. Res. 13 (6) 885-900.
-
(1977)
Water Resour. Res
, vol.13
, Issue.6
, pp. 885-900
-
-
ALPEROVITS, E.1
SHAMIR, U.2
-
2
-
-
0034230332
-
Distributed genetic algorithm model on network of personal computers
-
BALLA MC and LINGIREDDY S (2000) Distributed genetic algorithm model on network of personal computers. J. Comput. Civ. Eng. ASCE 14(3)199-205.
-
(2000)
J. Comput. Civ. Eng. ASCE
, vol.14
, Issue.3
, pp. 199-205
-
-
BALLA, M.C.1
LINGIREDDY, S.2
-
3
-
-
0025486755
-
Model for water distribution system reliability
-
BAO Y and MAYS LW (1990) Model for water distribution system reliability. J. Hydraul. Eng. ASCE 116 (9) 1119-1137.
-
(1990)
J. Hydraul. Eng. ASCE
, vol.116
, Issue.9
, pp. 1119-1137
-
-
BAO, Y.1
MAYS, L.W.2
-
4
-
-
0032028569
-
Optimal scheduling of booster disinfection in water distribution systems
-
BOCCELLI DL, TRYBY ME, UBER JG, ROSSMAN L A, ZIEROLF ML and POLYCARPOU MM (1998) Optimal scheduling of booster disinfection in water distribution systems. J. Water Resour. Plann. Manage. ASCE 124 (2) 99-111.
-
(1998)
J. Water Resour. Plann. Manage. ASCE
, vol.124
, Issue.2
, pp. 99-111
-
-
BOCCELLI, D.L.1
TRYBY, M.E.2
UBER, J.G.3
ROSSMAN, L.A.4
ZIEROLF, M.L.5
POLYCARPOU, M.M.6
-
5
-
-
0025514539
-
Explicit calculation of pipe network systems
-
BOULOS PF and WOOD DJ (1990). Explicit calculation of pipe network systems. J. Hydraul Eng. ASCE 116 (11) 1329-1344.
-
(1990)
J. Hydraul Eng. ASCE
, vol.116
, Issue.11
, pp. 1329-1344
-
-
BOULOS, P.F.1
WOOD, D.J.2
-
6
-
-
0027008981
-
Optimisation-availability- based design of water distribution networks
-
CULLINANE MJ, LANSEY KE and MAYS LW (1992). Optimisation-availability- based design of water distribution networks. J. Hydraul. Eng. ASCE 118 (3) 420-441.
-
(1992)
J. Hydraul. Eng. ASCE
, vol.118
, Issue.3
, pp. 420-441
-
-
CULLINANE, M.J.1
LANSEY, K.E.2
MAYS, L.W.3
-
7
-
-
0344993976
-
Water distribution network design optimisation: Simulated annealing approach
-
CUNHA M and SOUSA J (1999) Water distribution network design optimisation: Simulated annealing approach. J. Water Resour. Plann. Manage. ASCE 125 (4) 215-221.
-
(1999)
J. Water Resour. Plann. Manage. ASCE
, vol.125
, Issue.4
, pp. 215-221
-
-
CUNHA, M.1
SOUSA, J.2
-
8
-
-
0035395910
-
Optimal scheduling of water pipe replacement using genetic algorithms
-
DANDY GC and ENGELHARDT M (2001) Optimal scheduling of water pipe replacement using genetic algorithms. J. Water Resour. Plann. Manage. ASCE 127 (4) 214-223.
-
(2001)
J. Water Resour. Plann. Manage. ASCE
, vol.127
, Issue.4
, pp. 214-223
-
-
DANDY, G.C.1
ENGELHARDT, M.2
-
9
-
-
33144476626
-
Multi-objective trade offs between cost and reliability in the replacement of water mains
-
DANDY GC and ENGELHARDT M (2006) Multi-objective trade offs between cost and reliability in the replacement of water mains. J. Water Resour. Plann. Manage. ASCE 132 (2) 79-88.
-
(2006)
J. Water Resour. Plann. Manage. ASCE
, vol.132
, Issue.2
, pp. 79-88
-
-
DANDY, G.C.1
ENGELHARDT, M.2
-
10
-
-
0038363680
-
Optimisation of water distribution network design using the shuffled frog leaping algorithm
-
EUSUFF MM and LANSEY KE (2003) Optimisation of water distribution network design using the shuffled frog leaping algorithm. J. Water Resour. Plann. Manage. ASCE 129 (3) 210-225.
-
(2003)
J. Water Resour. Plann. Manage. ASCE
, vol.129
, Issue.3
, pp. 210-225
-
-
EUSUFF, M.M.1
LANSEY, K.E.2
-
11
-
-
0025428893
-
Algorithm for reliability-based optimal design of water networks
-
FUJIWARA O and DESILVA AU (1990) Algorithm for reliability-based optimal design of water networks.J. Environ. Eng. ASCE 116 (3) 575-587.
-
(1990)
J. Environ. Eng. ASCE
, vol.116
, Issue.3
, pp. 575-587
-
-
FUJIWARA, O.1
DESILVA, A.U.2
-
12
-
-
0025966090
-
Reliability improvement for water distribution networks through increasing pipe size
-
FUJIWARA O and TUNG HD (1991) Reliability improvement for water distribution networks through increasing pipe size. Water Resour. Res. 27 (7) 1395-1402.
-
(1991)
Water Resour. Res
, vol.27
, Issue.7
, pp. 1395-1402
-
-
FUJIWARA, O.1
TUNG, H.D.2
-
13
-
-
0026803860
-
System analysis in water distribution network design: From theory to practice
-
GOULTER IC (1992) System analysis in water distribution network design: From theory to practice. J. Water Resour. Plann. Manage. ASCE 118 (3) 238-248.
-
(1992)
J. Water Resour. Plann. Manage. ASCE
, vol.118
, Issue.3
, pp. 238-248
-
-
GOULTER, I.C.1
-
14
-
-
0025382957
-
Reliability-constrained pipe network model
-
COULTER I and BOUCHART F (1990) Reliability-constrained pipe network model. J. Hydraul Eng. ASCE 116 (2) 211-229.
-
(1990)
J. Hydraul Eng. ASCE
, vol.116
, Issue.2
, pp. 211-229
-
-
COULTER, I.1
BOUCHART, F.2
-
15
-
-
0022722385
-
Quantitative approaches to reliability assessment in pipe networks
-
COULTER IC and COALS AV (1986) Quantitative approaches to reliability assessment in pipe networks. J. Trans. Eng. ASCE 112 (3) 287-301.
-
(1986)
J. Trans. Eng. ASCE
, vol.112
, Issue.3
, pp. 287-301
-
-
COULTER, I.C.1
COALS, A.V.2
-
16
-
-
0023959974
-
Spatial and temporal groupings of water main pipe breakage in Winnipeg
-
COULTER IC and KAZEMI A (1988) Spatial and temporal groupings of water main pipe breakage in Winnipeg. Can. J. Civ. Eng. 15 91-97.
-
(1988)
Can. J. Civ. Eng
, vol.15
, pp. 91-97
-
-
COULTER, I.C.1
KAZEMI, A.2
-
18
-
-
0028389120
-
Reliability analysis of water distribution systems
-
GUPTA R and BHAVE PR (1994) Reliability analysis of water distribution systems. J. Environ. Eng. ASCE 120 (2) 447-460.
-
(1994)
J. Environ. Eng. ASCE
, vol.120
, Issue.2
, pp. 447-460
-
-
GUPTA, R.1
BHAVE, P.R.2
-
19
-
-
39749152780
-
Performance based optimal design and rehabilitation of water distribution networks using life cycle costing
-
DOI: 10.1029/2006WR005316
-
JAYARAM N and SRINIVASAN K (2008) Performance based optimal design and rehabilitation of water distribution networks using life cycle costing. Water Resour. Res. 44, W01417, DOI: 10.1029/2006WR005316.
-
(2008)
Water Resour. Res
, vol.44
-
-
JAYARAM, N.1
SRINIVASAN, K.2
-
21
-
-
0012654335
-
Reliability consideration in the least cost design of looped water distribution systems
-
Univ. of Kentucky, Lexington, KY, USA
-
KETTLER AJ and COULTER IC (1983) Reliability consideration in the least cost design of looped water distribution systems. Proc. 1983 Int. Symp. Urban Hydrol. Hydraul. and Sedi. Cont. Univ. of Kentucky, Lexington, KY, USA, 305-312.
-
(1983)
Proc. 1983 Int. Symp. Urban Hydrol. Hydraul. and Sedi. Cont
, pp. 305-312
-
-
KETTLER, A.J.1
COULTER, I.C.2
-
22
-
-
0022077716
-
An analysis of pipe breakage in urban water distribution networks
-
KETTLER AJ and GOULTER IC (1985) An analysis of pipe breakage in urban water distribution networks. Can. J. Civ. Eng. 12 286-293.
-
(1985)
Can. J. Civ. Eng
, vol.12
, pp. 286-293
-
-
KETTLER, A.J.1
GOULTER, I.C.2
-
23
-
-
0032657522
-
Using limited data to assess future needs
-
KLEINER Y and RAJANT B (1999) Using limited data to assess future needs. J. Am. Water Works Assoe. 91 (7) 47-61.
-
(1999)
J. Am. Water Works Assoe
, vol.91
, Issue.7
, pp. 47-61
-
-
KLEINER, Y.1
RAJANT, B.2
-
24
-
-
0003928940
-
Linear Programming and Dynamic Programming Applications to Water Distribution Network Design
-
Report No. 116, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, USA
-
LAI D and SCFIAAKE J (1969) Linear Programming and Dynamic Programming Applications to Water Distribution Network Design. Report No. 116, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, USA.
-
(1969)
-
-
LAI, D.1
SCFIAAKE, J.2
-
25
-
-
0035310447
-
Calibration assessment and data collection for water distribution networks
-
LANSEY KE, SHORBAGY WE, AHMED I, ARAUJO J and HAAN CT (2001) Calibration assessment and data collection for water distribution networks. J. Hydraul Eng. ASCE 127 (4) 270-279.
-
(2001)
J. Hydraul Eng. ASCE
, vol.127
, Issue.4
, pp. 270-279
-
-
LANSEY, K.E.1
SHORBAGY, W.E.2
AHMED, I.3
ARAUJO, J.4
HAAN, C.T.5
-
26
-
-
84945073983
-
Optimal maintenance related decision making for deteriorating water distribution systems: 1. Semi-Markovian model for a water main
-
LI D AND HAIMES YY (1992a) Optimal maintenance related decision making for deteriorating water distribution systems: 1. Semi-Markovian model for a water main. Water Resour. Res. 28 (4) 1053-1061.
-
(1992)
Water Resour. Res
, vol.28
, Issue.4
, pp. 1053-1061
-
-
LI, D.1
HAIMES, Y.Y.2
-
27
-
-
84945081879
-
Optimal maintenance related decision making for deteriorating water distribution systems: 2. Multilevel decomposition approach
-
LI D AND HAIMES YY (1992b) Optimal maintenance related decision making for deteriorating water distribution systems: 2. Multilevel decomposition approach. Water Resour. Res. 28(4) 1063-1070.
-
(1992)
Water Resour. Res
, vol.28
, Issue.4
, pp. 1063-1070
-
-
LI, D.1
HAIMES, Y.Y.2
-
28
-
-
3142592756
-
Hydraulic network calibration using genetic optimisation
-
LINGIREDDY S AND ORMSBEE LE (2002) Hydraulic network calibration using genetic optimisation. Civ. Eng. Environ. Syst. 19 (1) 13-39.
-
(2002)
Civ. Eng. Environ. Syst
, vol.19
, Issue.1
, pp. 13-39
-
-
LINGIREDDY, S.1
ORMSBEE, L.E.2
-
29
-
-
74949098273
-
Application of genetic optimisation in maximising hydraulic network redundancy
-
Rollin H Hotchkiss and Michael Glade eds, 30 July, 02 August 2, Minneapolis, Minnesota, USA
-
LINGIREDDY S, ORMSBEE LE and NEELAKANTAN TR (2000) Application of genetic optimisation in maximising hydraulic network redundancy. In: Rollin H Hotchkiss and Michael Glade (eds.) Proc. Joint Conference on Water Resour. Eng. and Water Resour. Plann. Manage (Water Resources 2000 - Building Partnerships). 30 July - 02 August 2 2000, Minneapolis, Minnesota, USA.
-
(2000)
Proc. Joint Conference on Water Resour. Eng. and Water Resour. Plann. Manage (Water Resources 2000 - Building Partnerships)
-
-
LINGIREDDY, S.1
ORMSBEE, L.E.2
NEELAKANTAN, T.R.3
-
30
-
-
0036642338
-
Threshold break rate for pipeline replacement in water distribution systems
-
LOGANATHAN GV, PARK S and SHERALI HD (2002) Threshold break rate for pipeline replacement in water distribution systems. J. Water Resour. Plann. Manage. ASCE 128 (4) 271-279.
-
(2002)
J. Water Resour. Plann. Manage. ASCE
, vol.128
, Issue.4
, pp. 271-279
-
-
LOGANATHAN, G.V.1
PARK, S.2
SHERALI, H.D.3
-
31
-
-
22944492690
-
Optimal maintenance policy and fund allocation in water distribution networks
-
LUONG HT and NAGARUR NN (2005) Optimal maintenance policy and fund allocation in water distribution networks. J. Water Resour. Plann. Manage. ASCE 131 (4) 299-306.
-
(2005)
J. Water Resour. Plann. Manage. ASCE
, vol.131
, Issue.4
, pp. 299-306
-
-
LUONG, H.T.1
NAGARUR, N.N.2
-
32
-
-
0038363689
-
Ant colony optimisation for design of water distribution systems
-
MAIER HR, SIMPSON AR, ZECCHIN AC, FOONG WK, PHANG KY, SEAH HY and TAN CL (2003) Ant colony optimisation for design of water distribution systems.J. Water Resour. Plann. Manage. ASCE 129 (3) 200-209.
-
(2003)
J. Water Resour. Plann. Manage. ASCE
, vol.129
, Issue.3
, pp. 200-209
-
-
MAIER, H.R.1
SIMPSON, A.R.2
ZECCHIN, A.C.3
FOONG, W.K.4
PHANG, K.Y.5
SEAH, H.Y.6
TAN, C.L.7
-
36
-
-
0025428886
-
Linear water-supply pipeline capacity expansion model
-
MARTIN QW (1990) Linear water-supply pipeline capacity expansion model. J. Hydraul. Eng. ASCE 116 (5) 675-689.
-
(1990)
J. Hydraul. Eng. ASCE
, vol.116
, Issue.5
, pp. 675-689
-
-
MARTIN, Q.W.1
-
38
-
-
1642538302
-
Multiobjective genetic algorithms for design of water distribution networks
-
PRASAD TD and PARK N (2004) Multiobjective genetic algorithms for design of water distribution networks. J. Water Resour. Plann. Manage. ASCE 130 (1) 73-82.
-
(2004)
J. Water Resour. Plann. Manage. ASCE
, vol.130
, Issue.1
, pp. 73-82
-
-
PRASAD, T.D.1
PARK, N.2
-
40
-
-
0003606110
-
-
National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati, Ohio, USA
-
ROSSMAN LA (2000) EPANET 2- User Manual National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati, Ohio, USA.
-
(2000)
EPANET 2- User Manual
-
-
ROSSMAN, L.A.1
-
41
-
-
0031103928
-
Genetic algorithm for least cost design of water distribution networks
-
SAVIC DA and WALTERS GA (1997) Genetic algorithm for least cost design of water distribution networks.J. Water Resour. Plann. Manage. ASCE 123 (2) 66-77.
-
(1997)
J. Water Resour. Plann. Manage. ASCE
, vol.123
, Issue.2
, pp. 66-77
-
-
SAVIC, D.A.1
WALTERS, G.A.2
-
42
-
-
47249117358
-
Analytical approach to scheduling pipe replacement
-
SHAMTR U and HOWARD CDD (1979) Analytical approach to scheduling pipe replacement. J. Am. Water Works Assoc. 74 (3) 140-147.
-
(1979)
J. Am. Water Works Assoc
, vol.74
, Issue.3
, pp. 140-147
-
-
SHAMTR, U.1
HOWARD, C.D.D.2
-
43
-
-
1642352534
-
A spatial decision support system for pipe-break susceptibility analysis of municipal water distribution systems
-
pdf
-
SINSKE SA and HL ZIETSMAN (2004) A spatial decision support system for pipe-break susceptibility analysis of municipal water distribution systems. Water SA 30 (1) 71-79. http://www.wrc.org.za/ archives/ watersa%20archive/2004/Jan-04/11 ,pdf.
-
(2004)
Water SA
, vol.30
, Issue.1
, pp. 71-79
-
-
SINSKE, S.A.1
ZIETSMAN, H.L.2
-
45
-
-
0023577952
-
Reliability-based optimisation model for water distribution systems
-
SU YC, MAYS LW, DUAN N and LANSEY KE (1987) Reliability-based optimisation model for water distribution systems. J Hydraul. Eng. ASCE 114 (12) 1539-1556.
-
(1987)
J Hydraul. Eng. ASCE
, vol.114
, Issue.12
, pp. 1539-1556
-
-
SU, Y.C.1
MAYS, L.W.2
DUAN, N.3
LANSEY, K.E.4
-
48
-
-
0020098396
-
Economic analysis of water main breaks
-
WALSKI TM and PELLICCIA A (1982) Economic analysis of water main breaks. J. Am. Water Works Assoc. 74 (3) 140-147.
-
(1982)
J. Am. Water Works Assoc
, vol.74
, Issue.3
, pp. 140-147
-
-
WALSKI, T.M.1
PELLICCIA, A.2
|