-
1
-
-
0012695109
-
-
Research Studies, UK,
-
Ackley, J. R. L., Tanyimboh, T. T., Tahar, B., and Templeman, A. B. (2001). "Head-driven analysis of water distribution systems." Proc., Computer and Control in Water Industry, Water Software Systems: Theory and Applications, B. Ulanicki, ed., Research Studies, UK, 183-192.
-
(2001)
Head-driven analysis of water distribution systems. Proc., Computer and Control in Water Industry, Water Software Systems: Theory and Applications, B. Ulanicki, ed.
, pp. 183-192
-
-
Ackley, J.R.L.1
Tanyimboh, T.T.2
Tahar, B.3
Templeman, A.B.4
-
2
-
-
33645827157
-
Solution for water distribution systems under pressure-deficient conditions
-
Ang, W. K., 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.K.1
Jowitt, P.W.2
-
3
-
-
0019595909
-
Node flow analysis of water distribution systems
-
Bhave, P. R. (1981"Node flow analysis of water distribution systems." J. Transp. Eng., 107(4), 457-467.
-
(1981)
J. Transp. Eng.
, vol.107
, Issue.4
, pp. 457-467
-
-
Bhave, P.R.1
-
4
-
-
80054972217
-
A bottom-up approach of stochastic demand allocation in a hydraulic network model: A sensitivity study of model parameters
-
Blokker, E. J. M., Beverloo, H., Vogelaar, A. J., Vreeburg, J. H. G., and van Dijk, J. C. (2011"A bottom-up approach of stochastic demand allocation in a hydraulic network model: A sensitivity study of model parameters." J. Hydroinf., 13(4), 714-728.
-
(2011)
J. Hydroinf.
, vol.13
, Issue.4
, pp. 714-728
-
-
Blokker, E.J.M.1
Beverloo, H.2
Vogelaar, A.J.3
Vreeburg, J.H.G.4
van Dijk, J.C.5
-
5
-
-
77951063555
-
Simulating residential water demand with a stochastic end-use model
-
Blokker, E. J. M., Vreeburg, J. H. G., and van Dijk, J. C. (2010"Simulating residential water demand with a stochastic end-use model." J. Water Res. Plann. Manage., 136(1), 19-26.
-
(2010)
J. Water Res. Plann. Manage.
, vol.136
, Issue.1
, pp. 19-26
-
-
Blokker, E.J.M.1
Vreeburg, J.H.G.2
van Dijk, J.C.3
-
6
-
-
0029677625
-
Intensity, duration, and frequency of residential water demands
-
Buchberger, S. G., and Wells, G. J. (1996"Intensity, duration, and frequency of residential water demands." J. Water Resour. Plann. Manage., 122(1), 11-19.
-
(1996)
J. Water Resour. Plann. Manage.
, vol.122
, Issue.1
, pp. 11-19
-
-
Buchberger, S.G.1
Wells, G.J.2
-
7
-
-
77957971214
-
Water network equilibrium, variational formulation and comparison of numerical algorithms
-
Wiley, New York
-
Carpentier, P., Cohen, G., and Hamam, Y. (1987"Water network equilibrium, variational formulation and comparison of numerical algorithms." Computer application in water supply, Vol. 1, Wiley, New York.
-
(1987)
Computer application in water supply
, vol.1
-
-
Carpentier, P.1
Cohen, G.2
Hamam, Y.3
-
8
-
-
77951433111
-
A numerical investigation into the effect of pressure on holes and cracks in water supply pipes
-
Cassa, A. M., van Zyl, J. E., and Laubscher, R. F. (2010"A numerical investigation into the effect of pressure on holes and cracks in water supply pipes." Urban Water J., 7(2), 109-120.
-
(2010)
Urban Water J.
, vol.7
, Issue.2
, pp. 109-120
-
-
Cassa, A.M.1
van Zyl, J.E.2
Laubscher, R.F.3
-
9
-
-
0026131120
-
Realistic simulation of water distribution system
-
Chandapillai, J. (1991"Realistic simulation of water distribution system." J. Transp. Eng., 117(2), 258-263.
-
(1991)
J. Transp. Eng.
, vol.117
, Issue.2
, pp. 258-263
-
-
Chandapillai, J.1
-
10
-
-
84906220998
-
-
Proc., Computer and Control in Water Industry, Water Management for the 21st Century, 1/2, University of Exeter, UK
-
Cheung, P., van Zyl, J. E., and Reis, L. F. R. (2005"Extension of epanet for pressure driven demand modeling in water distribution system." Proc., Computer and Control in Water Industry, Water Management for the 21st Century, 1/2, University of Exeter, UK.
-
(2005)
Extension of epanet for pressure driven demand modeling in water distribution system.
-
-
Cheung, P.1
van Zyl, J.E.2
Reis, L.F.R.3
-
11
-
-
0039588616
-
Solving the pipe network analysis problem using optimization techniques
-
Collins, M., Cooper, L., Helgason, R., Kennington, J., and LeBlanc, L. (1978"Solving the pipe network analysis problem using optimization techniques." Manage. Sci., 24(7), 747-760.
-
(1978)
Manage. Sci.
, vol.24
, Issue.7
, pp. 747-760
-
-
Collins, M.1
Cooper, L.2
Helgason, R.3
Kennington, J.4
LeBlanc, L.5
-
12
-
-
0004021623
-
-
Bulletin No. 286, University of Illinois Engineering Experimental Station, Urbana, IL
-
Cross, H. (1936"Analysis of flow in networks of conduits or conductors." Bulletin No. 286, University of Illinois Engineering Experimental Station, Urbana, IL, 1-29.
-
(1936)
Analysis of flow in networks of conduits or conductors.
, pp. 1-29
-
-
Cross, H.1
-
13
-
-
0002093384
-
Efficient code for steady-state flows in networks
-
Epp, R., and Fowler, A. G. (1970"Efficient code for steady-state flows in networks." J. Hydraul. Div., 96(11), 3-56.
-
(1970)
J. Hydraul. Div.
, vol.96
, Issue.11
, pp. 3-56
-
-
Epp, R.1
Fowler, A.G.2
-
14
-
-
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
-
15
-
-
77957946827
-
Considering actual pipe connections in water distribution network analysis
-
Giustolisi, O. (2010"Considering actual pipe connections in water distribution network analysis." J. Hydraul. Eng., 136(11), 889-900.
-
(2010)
J. Hydraul. Eng.
, vol.136
, Issue.11
, pp. 889-900
-
-
Giustolisi, O.1
-
16
-
-
41049104883
-
Algorithm for automatic detection of topological changes in water distribution networks
-
Giustolisi, O., Kapelan, Z., and Savic, D. (2008a"Algorithm for automatic detection of topological changes in water distribution networks." J. Hydraul. Eng., 134(4), 435-446.
-
(2008)
J. Hydraul. Eng.
, vol.134
, Issue.4
, pp. 435-446
-
-
Giustolisi, O.1
Kapelan, Z.2
Savic, D.3
-
17
-
-
83755225643
-
Water distribution network pressure-driven analysis using the enhanced global gradient algorithm (EGGA)
-
Giustolisi, O., and Laucelli, D. (2011"Water distribution network pressure-driven analysis using the enhanced global gradient algorithm (EGGA)." J. Water Resour. Plann. Manage., 137(6), 498-510.
-
(2011)
J. Water Resour. Plann. Manage.
, vol.137
, Issue.6
, pp. 498-510
-
-
Giustolisi, O.1
Laucelli, D.2
-
18
-
-
42449093808
-
Pressure-driven demand and leakage simulation for water distribution networks
-
Giustolisi, O., Savic, D., 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.2
Kapelan, Z.3
-
19
-
-
68149163729
-
Pipe hydraulic resistance correction in WDN analysis
-
Giustolisi, O., and Todini, E. (2009"Pipe hydraulic resistance correction in WDN analysis." Urban Water J., 6(1), 39-52.
-
(2009)
Urban Water J.
, vol.6
, Issue.1
, pp. 39-52
-
-
Giustolisi, O.1
Todini, E.2
-
20
-
-
0030151413
-
Comparison of methods for predicting deficient-network performance
-
Gupta, R., and Bhave, P. R. (1996"Comparison of 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
-
21
-
-
0006666912
-
Hybrid method for the solution of piping networks
-
Hamam, Y. M., and Brammeler, A. (1971"Hybrid method for the solution of piping networks." Proc. IEEE, 118(11), 1607-1612.
-
(1971)
Proc. IEEE
, vol.118
, Issue.11
, pp. 1607-1612
-
-
Hamam, Y.M.1
Brammeler, A.2
-
22
-
-
0019044246
-
Linear theory methods for pipe network analysis
-
Isaacs, L. T., and Mills, K. G. (1980"Linear theory methods for pipe network analysis." J. Hydraul. Div., 106(7), 1191-1201.
-
(1980)
J. Hydraul. Div.
, vol.106
, Issue.7
, pp. 1191-1201
-
-
Isaacs, L.T.1
Mills, K.G.2
-
23
-
-
0015299730
-
Graph-theoretic models for pipe network analysis
-
Kesavan, H. K., and Chandrashekar, M. (1972"Graph-theoretic models for pipe network analysis." J. Hydraul. Div., 98(2), 345-364.
-
(1972)
J. Hydraul. Div.
, vol.98
, Issue.2
, pp. 345-364
-
-
Kesavan, H.K.1
Chandrashekar, M.2
-
25
-
-
0000043494
-
The application of Newton's method to network analysis by digital computers
-
Martin, D.W., and Peters, G. (1963"The application of Newton's method to network analysis by digital computers." J. Inst. Water Engrs., X(17), 115-129.
-
(1963)
J. Inst. Water Engrs.
, vol.10
, Issue.17
, pp. 115-129
-
-
Martin, D.W.1
Peters, G.2
-
27
-
-
1642517045
-
-
World Water and Environmental Resources Congress (CD-ROM), EWRI03, ASCE, Philadelphia
-
Piller, O., Brémond, B., and Poulton, M. (2003"Least action principles appropriate to pressure driven models of pipe networks." World Water and Environmental Resources Congress (CD-ROM), EWRI03, ASCE, Philadelphia.
-
(2003)
Least action principles appropriate to pressure driven models of pipe networks.
-
-
Piller, O.1
Brémond, B.2
Poulton, M.3
-
28
-
-
79953858815
-
A unified framework for pressuredriven network analysis
-
Taylor & Francis Group, London
-
Piller, O., and van Zyl, J. E. (2007"A unified framework for pressuredriven network analysis." Proc., Computer and Control in Water Industry, J. Ulaniki, and C. Maksimovic, eds., Taylor & Francis Group, London, 25-30.
-
(2007)
Proc., Computer and Control in Water Industry, J. Ulaniki, and C. Maksimovic, eds.
, pp. 25-30
-
-
Piller, O.1
van Zyl, J.E.2
-
29
-
-
84859912040
-
Pressure-driven analysis of network sections via high-lying nodes
-
Taylor & Francis Group, London
-
Piller, O., and van Zyl, J. E. (2009"Pressure-driven analysis of network sections via high-lying nodes." Proc., Computer and Control in Water Industry, J. Boxal, and C. Maksimovic, eds., Taylor & Francis Group, London, 257-262.
-
(2009)
Proc., Computer and Control in Water Industry, J. Boxal, and C. Maksimovic, eds.
, pp. 257-262
-
-
Piller, O.1
van Zyl, J.E.2
-
30
-
-
0024888854
-
Analysis of water distribution networks with head-dependent outlets
-
Reddy, L. S., and Elango, K. (1989"Analysis of water distribution networks with head-dependent outlets." Civ. Eng. Syst., 6(3), 102-110.
-
(1989)
Civ. Eng. Syst.
, vol.6
, Issue.3
, pp. 102-110
-
-
Reddy, L.S.1
Elango, K.2
-
31
-
-
84876741256
-
-
Epanet2 users manual, U.S. Environmental Protection Agency, Cincinnati.
-
Rossman, L. A. (2000Epanet2 users manual, U.S. Environmental Protection Agency, Cincinnati.
-
(2000)
-
-
Rossman, L.A.1
-
32
-
-
0003085634
-
Water distribution network analysis
-
Shamir, U., and Howard, C. D. D. (1968"Water distribution network analysis." J. Hydraul. Div., 94(1), 219-234.
-
(1968)
J. Hydraul. Div.
, vol.94
, Issue.1
, pp. 219-234
-
-
Shamir, U.1
Howard, C.D.D.2
-
33
-
-
0035395116
-
Appraisal of source head methods for calculating reliability of water distribution networks
-
Tanyimboh, T. T., Tabesh, M., and Burrows, R. (2001"Appraisal of source head methods for calculating reliability of water distribution networks." J. Water Resour. Plann. Manage., 127(4), 206-213.
-
(2001)
J. Water Resour. Plann. Manage.
, vol.127
, Issue.4
, pp. 206-213
-
-
Tanyimboh, T.T.1
Tabesh, M.2
Burrows, R.3
-
34
-
-
84876730030
-
-
Proc., 4th Int. Conf. on Eng. Computation Technology (CD-ROM), Civil-Comp, Stirling, UK
-
Tanyimboh, T. T., and Templeman, A. B. (2004"A new nodal outflow function for water distribution networks." Proc., 4th Int. Conf. on Eng. Computation Technology (CD-ROM), Civil-Comp, Stirling, UK.
-
(2004)
A new nodal outflow function for water distribution networks.
-
-
Tanyimboh, T.T.1
Templeman, A.B.2
-
35
-
-
36448979388
-
A more realistic approach to the "extended period simulation" of water distribution networks
-
Lisse, The Netherlands
-
Todini, E. (2003"A more realistic approach to the "extended period simulation" of water distribution networks." Advances in water supply management, C. Maksimovic, D. Butler, and F. A. Memon, eds., A. A. Balkema, Lisse, The Netherlands, 173-184.
-
(2003)
Advances in water supply management, C. Maksimovic, D. Butler, and F. A. Memon, eds., A. A. Balkema
, pp. 173-184
-
-
Todini, E.1
-
36
-
-
0039810627
-
A gradient method for the solution of looped pipe networks
-
Wiley
-
Todini, E., and Pilati, S. (1988"A gradient method for the solution of looped pipe networks." Computer Applications in Water Supply, Vol. 1, Wiley, 1-20.
-
(1988)
Computer Applications in Water Supply
, vol.1
, pp. 1-20
-
-
Todini, E.1
Pilati, S.2
-
37
-
-
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
-
38
-
-
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
-
39
-
-
33646734939
-
Modeling leakage reduction through pressure control
-
Walski, T., Bezts, W., Posluszny, E., Weir, M., and Whitman, B. E. (2006"Modeling leakage reduction through pressure control." J. AWWA, 98(4), 147-155.
-
(2006)
J. AWWA
, vol.98
, Issue.4
, pp. 147-155
-
-
Walski, T.1
Bezts, W.2
Posluszny, E.3
Weir, M.4
Whitman, B.E.5
-
40
-
-
70350180252
-
-
Proc., World Environmental and Water Resources Congress 2009 (CD-ROM), ASCE
-
Walski, T. M., Whitman, B., Baron, M., and Gerlof, F. (2009"Pressure vs. flow relationship for pipe leaks." Proc., World Environmental and Water Resources Congress 2009 (CD-ROM), ASCE, 93-102.
-
(2009)
Pressure vs. flow relationship for pipe leaks.
, pp. 93-102
-
-
Walski, T.M.1
Whitman, B.2
Baron, M.3
Gerlof, F.4
-
41
-
-
0015376062
-
Hydraulic network analysis using linear theory
-
Wood, D. J., and Charles, C. O. A. (1972"Hydraulic network analysis using linear theory." J. Hydraul. Div., 98(7), 1157-1170.
-
(1972)
J. Hydraul. Div.
, vol.98
, Issue.7
, pp. 1157-1170
-
-
Wood, D.J.1
Charles, C.O.A.2
-
42
-
-
0019375090
-
Reliability of algorithms for pipe network analysis
-
Wood, D. J., and Rayes, A. G. (1981"Reliability of algorithms for pipe network analysis." J. Hydraul. Div., 107(10), 1145-1161.
-
(1981)
J. Hydraul. Div.
, vol.107
, Issue.10
, pp. 1145-1161
-
-
Wood, D.J.1
Rayes, A.G.2
-
43
-
-
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
|