-
1
-
-
33645827157
-
Solution for water distribution systems under pressure-deficient conditions
-
Ang, W. H., and Jowitt, P. W. (2006). "Solution for water distribution systems under pressure-deficient conditions." J. Water Resour. Plann. Manage., 132(3), 175-182.
-
(2006)
J. Water Resour. Plann. Manage.
, vol.132
, Issue.3
, pp. 175-182
-
-
Ang, W.H.1
Jowitt, P.W.2
-
2
-
-
77953355273
-
Development of a PDA model for water distribution systems using harmony search algorithm
-
Baek, C. W., Jun, H. D., and Kim, J. H. (2010). "Development of a PDA model for water distribution systems using harmony search algorithm." KSCE J Civ. Eng., 14(4), 613-625.
-
(2010)
KSCE J Civ. Eng.
, vol.14
, Issue.4
, pp. 613-625
-
-
Baek, C.W.1
Jun, H.D.2
Kim, J.H.3
-
3
-
-
0019595909
-
Node flow analysis of water distribution system
-
Bhave, P. R. (1981). "Node flow analysis of water distribution system." Transp. Eng. J., 107(4), 457-467.
-
(1981)
Transp. Eng. J.
, vol.107
, Issue.4
, pp. 457-467
-
-
Bhave, P.R.1
-
4
-
-
84906220998
-
Extension of EPANET for pressure driven demand modeling in water distribution system
-
(CCWI2005), Exeter, UK
-
Cheung, P. B., Van Zyl, J. E., and Reis, L. F. R. (2005). "Extension of EPANET for pressure driven demand modeling in water distribution system." Proc. Computing and Control in Water Industry (CCWI2005), Exeter, UK.
-
(2005)
Proc., Computing and Control in Water Industry
-
-
Cheung, P.B.1
Van Zyl, J.E.2
Reis, L.F.R.3
-
5
-
-
78249285582
-
Optimal placement of isolation valves in water distribution systems based on valve cost and weighted average demand shortfall
-
Creaco, E., Franchini, M., and Alvisi, S. (2010). "Optimal placement of isolation valves in water distribution systems based on valve cost and weighted average demand shortfall." Water Resour. Manage., 24(15), 4317-4338.
-
(2010)
Water Resour. Manage.
, vol.24
, Issue.15
, pp. 4317-4338
-
-
Creaco, E.1
Franchini, M.2
Alvisi, S.3
-
6
-
-
0031864903
-
Reliability analysis of water distribution networks in consideration of equity, redistribution, and pressuredependent demand
-
Fujiwara, O., and Li, J. (1998). "Reliability analysis of water distribution networks in consideration of equity, redistribution, and pressuredependent demand." Water Resour. Res., 34(7), 1843-1850.
-
(1998)
Water Resour. Res.
, vol.34
, Issue.7
, pp. 1843-1850
-
-
Fujiwara, O.1
Li, J.2
-
7
-
-
0022117480
-
A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models
-
Germanopoulos, G. (1985). "A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models." Civ. Eng. Syst., 2(3), 171-179.
-
(1985)
Civ. Eng. Syst.
, vol.2
, Issue.3
, pp. 171-179
-
-
Germanopoulos, G.1
-
8
-
-
54249127354
-
Extended period simulation analysis considering valve shutdowns
-
Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008a). "Extended period simulation analysis considering valve shutdowns." J. Water Resour. Plann. Manage., 134(6), 527-537.
-
(2008)
J. Water Resour. Plann. Manage.
, vol.134
, Issue.6
, pp. 527-537
-
-
Giustolisi, O.1
Kapelan, Z.2
Savic, D.A.3
-
9
-
-
77249177916
-
Identification of segments and optimal isolation valve system design in water distribution networks
-
Giustolisi, O., and Savic, D. A. (2010). "Identification of segments and optimal isolation valve system design in water distribution networks." Urban Water J., 7(1), 1-15.
-
(2010)
Urban Water J.
, vol.7
, Issue.1
, pp. 1-15
-
-
Giustolisi, O.1
Savic, D.A.2
-
10
-
-
42449093808
-
Pressure-driven demand and leakage simulation for water distribution networks
-
Giustolisi, O., Savic, D. A., and Kapelan, Z. (2008b). "Pressure-driven demand and leakage simulation for water distribution networks." J. Hydraul. Eng., 134(5), 626-635.
-
(2008)
J. Hydraul. Eng.
, vol.134
, Issue.5
, pp. 626-635
-
-
Giustolisi, O.1
Savic, D.A.2
Kapelan, Z.3
-
11
-
-
84876719738
-
Demand components in water distribution network analysis
-
Giustolisi, O., and Walski, T. M. (2012). "Demand components in water distribution network analysis." J. Water Resour. Plann. Manage., 138(4), 356-367.
-
(2012)
J. Water Resour. Plann. Manage.
, vol.138
, Issue.4
, pp. 356-367
-
-
Giustolisi, O.1
Walski, T.M.2
-
12
-
-
84856198858
-
CWSNet: An object-oriented toolkit for water distribution system simulations
-
ASCE, Reston, VA
-
Guidolin, M., Burovskiy, P., Kapelan, Z., and Savic, D. A. (2010). "CWSNet: An object-oriented toolkit for water distribution system simulations." Proc. 12th Water Distribution System Analysis Symp., ASCE, Reston, VA.
-
(2010)
Proc. 12th Water Distribution System Analysis Symp.
-
-
Guidolin, M.1
Burovskiy, P.2
Kapelan, Z.3
Savic, D.A.4
-
13
-
-
0030151413
-
Comparison methods for predicting deficient-network performance
-
Gupta, R., and Bhave, P. R. (1996). "Comparison methods for predicting deficient-network performance." J. Water Resour. Plann. Manage., 122(3), 214-217.
-
(1996)
J. Water Resour. Plann. Manage.
, vol.122
, Issue.3
, pp. 214-217
-
-
Gupta, R.1
Bhave, P.R.2
-
14
-
-
36448934903
-
Modelling water distribution systems with deficient pressure
-
Hayuti, M. H., Burrows, R., and Naga, D. (2007). "Modelling water distribution systems with deficient pressure." Proc. ICE Water Manage., 160(4), 215-224.
-
(2007)
Proc. ICE Water Manage.
, vol.160
, Issue.4
, pp. 215-224
-
-
Hayuti, M.H.1
Burrows, R.2
Naga, D.3
-
15
-
-
33847221059
-
Valve-controlled segments in water distribution systems
-
Juan, H., and Loganathan, G. V. (2007). "Valve-controlled segments in water distribution systems." J. Water Resour. Plann. Manage., 133(2), 145-155.
-
(2007)
J. Water Resour. Plann. Manage.
, vol.133
, Issue.2
, pp. 145-155
-
-
Juan, H.1
Loganathan, G.V.2
-
16
-
-
0036496464
-
Determining pipe groupings for water distribution networks
-
Mallick, K. N., Ahmed, I., Tickle, K. S., and Lansey, K. E. (2002). "Determining pipe groupings for water distribution networks." J. Water Resour. Plann. Manage., 128(2), 130-139.
-
(2002)
J. Water Resour. Plann. Manage.
, vol.128
, Issue.2
, pp. 130-139
-
-
Mallick, K.N.1
Ahmed, I.2
Tickle, K.S.3
Lansey, K.E.4
-
17
-
-
84876740098
-
Need for pressure dependent demand in analysing failure of pipe networks
-
D. Butler, C. Maksimovic, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands
-
Mansoor, M. A. M., and Vairavamoorthy, K. (2003). "Need for pressure dependent demand in analysing failure of pipe networks." Advances in water supply management, D. Butler, C. Maksimovic, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands, 217-225.
-
(2003)
Advances in water supply management
, pp. 217-225
-
-
Mansoor, M.A.M.1
Vairavamoorthy, K.2
-
19
-
-
4344618342
-
A semi-pressure-driven approach to reliability assessment of water distribution networks
-
Aristoteleio Panepistimio Thessalonikis, Thessaloniki, Greece
-
Ozger, S. S., and Mays, L. W. (2003). "A semi-pressure-driven approach to reliability assessment of water distribution networks." Proc., 30th IAHR Congress, Aristoteleio Panepistimio Thessalonikis, Thessaloniki, Greece, 345-352.
-
(2003)
Proc., 30th IAHR Congress
, pp. 345-352
-
-
Ozger, S.S.1
Mays, L.W.2
-
20
-
-
83655202197
-
Epanet2 desktop application for pressure driven demand modeling
-
ASCE, Reston, VA
-
Pathirana, A. (2010). "Epanet2 desktop application for pressure driven demand modeling." Proc. 12th Water Distribution System Analysis Symp., ASCE, Reston, VA.
-
(2010)
Proc. 12th Water Distribution System Analysis Symp.
-
-
Pathirana, A.1
-
21
-
-
0003606110
-
-
Environmental Protection Agency, Cincinnati, OH
-
Rossman, L. A. (2000). Epanet2 user manual, U.S. Environmental Protection Agency, Cincinnati, OH.
-
(2000)
Epanet2 user manual, U.S
-
-
Rossman, L.A.1
-
22
-
-
27544488676
-
Head-driven simulation model (HDSM) for water distribution system calibration
-
D. Butler, C. Maksimovic, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands
-
Soares, A. K., Reis, L. F. R., and Carrijo, I. B. (2003). "Head-driven simulation model (HDSM) for water distribution system calibration." Advances in water supply management, D. Butler, C. Maksimovic, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands, 197-207.
-
(2003)
Advances in water supply management
, pp. 197-207
-
-
Soares, A.K.1
Reis, L.F.R.2
Carrijo, I.B.3
-
23
-
-
79953875870
-
Calibration of water distribution hydraulic models: A comparison between pressure dependent and demand driven analyses
-
Tabesh, M., Jamasb, M., and Moeini, R. (2011). "Calibration of water distribution hydraulic models: A comparison between pressure dependent and demand driven analyses." Urban Water J., 8(2), 93-102.
-
(2011)
Urban Water J.
, vol.8
, Issue.2
, pp. 93-102
-
-
Tabesh, M.1
Jamasb, M.2
Moeini, R.3
-
24
-
-
0033067436
-
Modelling and reliability analysis of water distribution systems
-
Tanyimboh, T. T., Burd, R., Burrows, R., and Tabesh, M. (1999). "Modelling and reliability analysis of water distribution systems." Water Sci. Technol., 39(4), 249-255.
-
(1999)
Water Sci. Technol.
, vol.39
, Issue.4
, pp. 249-255
-
-
Tanyimboh, T.T.1
Burd, R.2
Burrows, R.3
Tabesh, M.4
-
25
-
-
77955590230
-
Seamless pressuredeficient water distribution system model
-
Tanyimboh, T. T., and Templeman, A. B. (2010). "Seamless pressuredeficient water distribution system model." Proc. ICE Water Manage., 163(8), 389-396.
-
(2010)
Proc. ICE Water Manage.
, vol.163
, Issue.8
, pp. 389-396
-
-
Tanyimboh, T.T.1
Templeman, A.B.2
-
26
-
-
36448979388
-
A more realistic approach to the 'extended period simulation' of water distribution networks
-
D. Butler, C. Maksimovic, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands
-
Todini, E. (2003). "A more realistic approach to the 'extended period simulation' of water distribution networks." Advances in water supply management, D. Butler, C. Maksimovic, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands, 173-183.
-
(2003)
Advances in water supply management
, pp. 173-183
-
-
Todini, E.1
-
27
-
-
40549127016
-
On the convergence properties of the different pipe network algorithms
-
ASCE, Reston, VA
-
Todini, E. (2006). "On the convergence properties of the different pipe network algorithms." Proc. 8th Water Distribution System Analysis Symp., ASCE, Reston, VA.
-
(2006)
Proc. 8th Water Distribution System Analysis Symp.
-
-
Todini, E.1
-
28
-
-
0039810627
-
A gradient algorithm for the analysis of pipe networks
-
O. Chun-Hou, and B. Coulbeck, eds., Wiley, London
-
Todini, E., and Pilati, S. (1988). "A gradient algorithm for the analysis of pipe networks." Computer applications in water supply: Vol.1-System analysis and simulation, O. Chun-Hou, and B. Coulbeck, eds., Wiley, London, 1-20.
-
(1988)
Computer applications in water supply: Vol.1-System analysis and simulation
, pp. 1-20
-
-
Todini, E.1
Pilati, S.2
-
29
-
-
0033102634
-
Leak analysis in pipeline systems by means of optimal valve regulation
-
Tucciarelli, T., Criminisi, A., and Termini, D. (1999). "Leak analysis in pipeline systems by means of optimal valve regulation." J. Hydraul. Eng., 125(3), 277-285.
-
(1999)
J. Hydraul. Eng.
, vol.125
, Issue.3
, pp. 277-285
-
-
Tucciarelli, T.1
Criminisi, A.2
Termini, D.3
-
30
-
-
0024011630
-
Water distribution reliability: Simulation methods
-
Wagner, J. M., Shamir, U., and Marks, D. H. (1988). "Water distribution reliability: Simulation methods." J. Water Resour. Plann. Manage., 114(3), 276-294.
-
(1988)
J. Water Resour. Plann. Manage.
, vol.114
, Issue.3
, pp. 276-294
-
-
Wagner, J.M.1
Shamir, U.2
Marks, D.H.3
-
31
-
-
0027882649
-
Water distribution valve topology for reliability analysis
-
Walski, T. M. (1993). "Water distribution valve topology for reliability analysis." Reliab. Eng. Syst. Safety, 42(1), 21-27.
-
(1993)
Reliab. Eng. Syst. Safety
, vol.42
, Issue.1
, pp. 21-27
-
-
Walski, T.M.1
-
32
-
-
36348980941
-
Discussion of 'Solution for water distribution systems under pressure-deficient conditions'
-
by W. K. Ang and P. W. Jowitt
-
Wu, Z. Y. (2007). "Discussion of 'Solution for water distribution systems under pressure-deficient conditions' by W. K. Ang and P. W. Jowitt." J. Water Resour. Plann. Manage., 133(6), 567-568.
-
(2007)
J. Water Resour. Plann. Manage.
, vol.133
, Issue.6
, pp. 567-568
-
-
Wu, Z.Y.1
-
33
-
-
57949113352
-
Extended global-gradient algorithm for pressure-dependent water distribution analysis
-
Wu, Z. Y., Wang, R. H., Walski, T. M., Yang, S. Y., Bowdler, D., and Baggett, C. C. (2009). "Extended global-gradient algorithm for pressure-dependent water distribution analysis." J. Water Resour. Plann. Manage., 135(1), 13-22.
-
(2009)
J. Water Resour. Plann. Manage.
, vol.135
, Issue.1
, pp. 13-22
-
-
Wu, Z.Y.1
Wang, R.H.2
Walski, T.M.3
Yang, S.Y.4
Bowdler, D.5
Baggett, C.C.6
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