-
1
-
-
0012695109
-
-
Proc., Computer and Control in Water Industry, Water software systems: theory and applications, B. Ulanicki, ed., Research Studies Press, Baldock, U.K.
-
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 Press, Baldock, U.K., 183-192.
-
(2001)
Head-driven analysis of water distribution systems.
, 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
-
10.1061/(ASCE)0733-9496(2006)132
-
Ang, W. K., and Jowitt, P. W. (2006). "Solution for water distribution systems under pressure-deficient conditions." J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2006)132:3(175), 175-182.
-
(2006)
J. Water Resour. Plann. Manage.
, vol.3
, Issue.175
, pp. 175-182
-
-
Ang, W.K.1
Jowitt, P.W.2
-
3
-
-
84872406998
-
The extension of EPANET source code to simulate unsteady flow in water distribution networks with variable head tanks
-
Avesani, D., Righetti, M., Righetti, D., and Bertola, P. (2012). "The extension of EPANET source code to simulate unsteady flow in water distribution networks with variable head tanks." J. Hydroinf., 14(4), 960-973.
-
(2012)
J. Hydroinf.
, vol.14
, Issue.4
, pp. 960-973
-
-
Avesani, D.1
Righetti, M.2
Righetti, D.3
Bertola, P.4
-
4
-
-
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
-
5
-
-
77957971214
-
-
Proc., Computer Application in Water Supply, Wiley, New York
-
Carpentier, P., Cohen, G., and Hamam, Y. (1987). "Water network equilibrium, variational formulation and comparison of numerical algorithms." Proc., Computer Application in Water Supply, Wiley, New York.
-
(1987)
Water network equilibrium, variational formulation and comparison of numerical algorithms.
-
-
Carpentier, P.1
Cohen, G.2
Hamam, Y.3
-
6
-
-
0026131120
-
Realistic simulation of water distribution system
-
10.1061/(ASCE)0733-947X(1991)117
-
Chandapillai, J. (1991). "Realistic simulation of water distribution system." J. Transp. Eng., 10.1061/(ASCE)0733-947X(1991)117:2(258), 258-263.
-
(1991)
J. Transp. Eng.
, vol.2
, Issue.258
, pp. 258-263
-
-
Chandapillai, J.1
-
7
-
-
77950950576
-
Private water storage tanks: Evaluating their inefficiencies
-
Cobacho, R., Arregui, F., Cabrera, E., and Cabrera, E., Jr. (2008). "Private water storage tanks: Evaluating their inefficiencies." Water Pract. Tech., 3(1).
-
(2008)
Water Pract. Tech.
, vol.3
, Issue.1
-
-
Cobacho, R.1
Arregui, F.2
Cabrera, E.3
Cabrera Jr., E.4
-
8
-
-
0039588616
-
Solving the pipe network analysis problem using optimization techniques
-
Collins, M., Cooper, L., Helgason, R., Kenningston, 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
Kenningston, J.4
LeBlanc, L.5
-
9
-
-
74049150507
-
Evaluation of the apparent losses caused by water meter underregistration in intermittent water supply
-
Criminisi, A., Fontanazza, C. M., Freni, G., and La Loggia, G. (2009). "Evaluation of the apparent losses caused by water meter underregistration in intermittent water supply." Water Sci. Technol., 60(9), 2373-2382.
-
(2009)
Water Sci. Technol.
, vol.60
, Issue.9
, pp. 2373-2382
-
-
Criminisi, A.1
Fontanazza, C.M.2
Freni, G.3
La Loggia, G.4
-
10
-
-
0004021623
-
-
Bulletin No. 286, Univ. of Illinois Engineering Experimental Station, Urbana, IL
-
Cross, H. (1936). "Analysis of flow in networks of conduits or conductors." Bulletin No. 286, Univ. 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
-
11
-
-
79959776938
-
Analysis of the impact of intermittent distribution by modelling the network-filling process
-
De Marchis, M., Fontanazza, C. M., Freni, G., La Loggia, G., Napoli, E., and Notaro, V. (2011). "Analysis of the impact of intermittent distribution by modelling the network-filling process." J. Hydroinf., 13(3), 358-373.
-
(2011)
J. Hydroinf.
, vol.13
, Issue.3
, pp. 358-373
-
-
De Marchis, M.1
Fontanazza, C.M.2
Freni, G.3
La Loggia, G.4
Napoli, E.5
Notaro, V.6
-
12
-
-
70350381608
-
Modeling the behavior of flow regulating devices in water distribution systems using constrained nonlinear programming
-
10.1061/ (ASCE)HY.1943-7900.0000108
-
Deuerlein, J. W., Simpson, A. R., and Dempe, S. (2009). "Modeling the behavior of flow regulating devices in water distribution systems using constrained nonlinear programming." J. Hydraul. Eng., 10.1061/ (ASCE)HY.1943-7900.0000108, 970-982.
-
(2009)
J. Hydraul. Eng.
, pp. 970-982
-
-
Deuerlein, J.W.1
Simpson, A.R.2
Dempe, S.3
-
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. Hydr. Div., 96(1), 3-56.
-
(1970)
J. Hydr. Div.
, vol.96
, Issue.1
, 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 WDN analysis
-
10.1061/(ASCE)HY.1943-7900.0000266
-
Giustolisi, O. (2010). "Considering actual pipe connections in WDN analysis." J. Hydraul. Eng., 10.1061/(ASCE)HY.1943-7900.0000266, 889-900.
-
(2010)
J. Hydraul. Eng.
, pp. 889-900
-
-
Giustolisi, O.1
-
16
-
-
84875074132
-
Accounting for directional devices in WDN modeling
-
10.1061/(ASCE) HY.1943-7900.0000585
-
Giustolisi, O., Berardi, L., and Laucelli, D. (2012a). "Accounting for directional devices in WDN modeling." J. Hydraul. Eng., 10.1061/(ASCE) HY.1943-7900.0000585, 858-869.
-
(2012)
J. Hydraul. Eng.
, pp. 858-869
-
-
Giustolisi, O.1
Berardi, L.2
Laucelli, D.3
-
17
-
-
84861947105
-
Generalizing WDN simulation models to variable tank levels
-
Giustolisi, O., Berardi, L., and Laucelli, D. (2012b). "Generalizing WDN simulation models to variable tank levels." J. Hydroinf., 14(3), 562-573.
-
(2012)
J. Hydroinf.
, vol.14
, Issue.3
, pp. 562-573
-
-
Giustolisi, O.1
Berardi, L.2
Laucelli, D.3
-
18
-
-
84859984697
-
A computationally efficient modeling method for large size water network analysis
-
10.1061/(ASCE)HY.1943-7900.0000517
-
Giustolisi, O., Berardi, L., Laucelli, D., and Savic, D. A. (2012c). "A computationally efficient modeling method for large size water network analysis." J. Hydraul. Eng., 10.1061/(ASCE)HY.1943-7900.0000517, 313-326.
-
(2012)
J. Hydraul. Eng.
, pp. 313-326
-
-
Giustolisi, O.1
Berardi, L.2
Laucelli, D.3
Savic, D.A.4
-
19
-
-
41049104883
-
An algorithm for automatic detection of topological changes in water distribution networks
-
10.1061/(ASCE)0733-9429(2008)134
-
Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008a). "An algorithm for automatic detection of topological changes in water distribution networks." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2008)134: 4(435), 435-446.
-
(2008)
J. Hydraul. Eng.
, vol.4
, Issue.435
, pp. 435-446
-
-
Giustolisi, O.1
Kapelan, Z.2
Savic, D.A.3
-
20
-
-
83755225643
-
Water distribution network pressure-driven analysis using EGGA
-
10.1061/(ASCE)WR.1943-5452.0000140
-
Giustolisi, O., and Laucelli, D. (2011). "Water distribution network pressure-driven analysis using EGGA." J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000140, 498-510.
-
(2011)
J. Water Resour. Plann. Manage.
, pp. 498-510
-
-
Giustolisi, O.1
Laucelli, D.2
-
21
-
-
42449093808
-
Pressure-driven demand and leakage simulation for water distribution networks
-
10.1061/(ASCE)0733-9429(2008)134
-
Giustolisi, O., Savic, D. A., and Kapelan, Z. (2008b). "Pressure-driven demand and leakage simulation for water distribution networks." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2008)134:5(626), 626-635.
-
(2008)
J. Hydraul. Eng.
, vol.5
, Issue.626
, pp. 626-635
-
-
Giustolisi, O.1
Savic, D.A.2
Kapelan, Z.3
-
22
-
-
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
-
23
-
-
84876719738
-
Demand components in water distribution network analysis
-
10.1061/(ASCE)WR.1943-5452.0000187
-
Giustolisi, O., and Walski, T. M. (2012). "Demand components in water distribution network analysis." J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000187, 356-367.
-
(2012)
J. Water Resour. Plann. Manage.
, pp. 356-367
-
-
Giustolisi, O.1
Walski, T.M.2
-
24
-
-
0030151413
-
Comparison of methods for predicting deficient network performance
-
10.1061/(ASCE)0733-9496(1996)122
-
Gupta, R., and Bhave, P. R. (1996). "Comparison of methods for predicting deficient network performance." J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1996)122:3(214), 214-217.
-
(1996)
J. Water Resour. Plann. Manage.
, vol.3
, Issue.214
, pp. 214-217
-
-
Gupta, R.1
Bhave, P.R.2
-
25
-
-
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., Inst. Electr. Eng., 118(11), 1607-1612.
-
(1971)
Proc., Inst. Electr. Eng.
, vol.118
, Issue.11
, pp. 1607-1612
-
-
Hamam, Y.M.1
Brammeler, A.2
-
26
-
-
0019044246
-
Linear theory method for pipe network analysis
-
Isaacs, L. T., and Mills, K. G. (1980). "Linear theory method for pipe network analysis." J. Hydr. Div., 106(7), 1191-1201.
-
(1980)
J. Hydr. Div.
, vol.106
, Issue.7
, pp. 1191-1201
-
-
Isaacs, L.T.1
Mills, K.G.2
-
27
-
-
0015299730
-
Graph-theoretic models for pipe network analysis
-
Kesavan, H. K., and Chandrashekar, M. (1972). "Graph-theoretic models for pipe network analysis." J. Hydr. Div., 98(2), 345-364.
-
(1972)
J. Hydr. Div.
, vol.98
, Issue.2
, pp. 345-364
-
-
Kesavan, H.K.1
Chandrashekar, M.2
-
28
-
-
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 Eng., 17(2), 115-129.
-
(1963)
J. Inst. Water Eng.
, vol.17
, Issue.2
, pp. 115-129
-
-
Martin, D..1
Peters, G.2
-
29
-
-
84891348254
-
-
Proc., 3rd Annual Symp. on Water Distribution Systems Analysis, ASCE, Reston, VA
-
Piller, O., and Bremond, B. (2001). "Modeling of pressure regulating devices: A problem now solved." Proc., 3rd Annual Symp. on Water Distribution Systems Analysis, ASCE, Reston, VA.
-
(2001)
Modeling of pressure regulating devices: A problem now solved.
-
-
Piller, O.1
Bremond, B.2
-
30
-
-
84891364442
-
-
Proc., Water Management Challenges in Global Change: Proc., Computer and Control in Water Industry (CCWI2007), B. Ulaniki, K. Vairavamoorthy and D. Butler, eds., Taylor and Francis, London
-
Piller, O., and Van Zyl, J. E. (2007). "A unified framework for pressuredriven network analysis." Proc., Water Management Challenges in Global Change: Proc., Computer and Control in Water Industry (CCWI2007), B. Ulaniki, K. Vairavamoorthy and D. Butler, eds., Taylor and Francis, London, 25-30.
-
(2007)
A unified framework for pressuredriven network analysis.
, pp. 25-30
-
-
Piller, O.1
Van Zyl, J.E.2
-
31
-
-
84859912040
-
-
Proc., Computer and Control in Water Industry, J. Boxal and C. Maksimovic, eds., Taylor and Francis, 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 and Francis, London, 257-262.
-
(2009)
Pressure-driven analysis of network sections via high-lying nodes.
, pp. 257-262
-
-
Piller, O.1
Van Zyl, J.E.2
-
32
-
-
0024888854
-
Analysis of water distribution networks with head dependant outlets
-
Reddy, L. S., and Elango, K. (1989). "Analysis of water distribution networks with head dependant 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
-
33
-
-
84876707022
-
-
U.S. Environmental Protection Agency, Cincinnati, OH
-
Rossman, L. A. (2000). Epanet2 users manual, U.S. Environmental Protection Agency, Cincinnati, OH.
-
(2000)
panet2 users manual
-
-
Rossman, L.A.1
-
34
-
-
0003085634
-
Water distribution network analysis
-
Shamir, U., and Howard, C. D. D. (1968). "Water distribution network analysis." J. Hydr. Div., 94(HY1), 219-234.
-
(1968)
J. Hydr. Div.
, vol.94
, Issue.HY1
, pp. 219-234
-
-
Shamir, U.1
Howard, C.D.D.2
-
35
-
-
0035395116
-
Appraisal of source head methods for calculating reliability of water distribution networks
-
10.1061/(ASCE)0733-9496 (2001)127
-
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., 10.1061/(ASCE)0733-9496 (2001)127:4(206), 206-213.
-
(2001)
J. Water Resour. Plann. Manage.
, vol.4
, Issue.206
, pp. 206-213
-
-
Tanyimboh, T.T.1
Tabesh, M.2
Burrows, R.3
-
36
-
-
84891368027
-
-
Proc., 4th Int. Conf. on Engineering Computation Technology (CD-ROM), Civil-Comp Press, Stirling, U.K.
-
Tanyimboh, T. T., and Templeman, A. B. (2004). "A new nodal outflow function for water distribution networks." Proc., 4th Int. Conf. on Engineering Computation Technology (CD-ROM), Civil-Comp Press, Stirling, U.K.
-
(2004)
A new nodal outflow function for water distribution networks.
-
-
Tanyimboh, T.T.1
Templeman, A.B.2
-
37
-
-
36448979388
-
-
Proc., Advances in Water Supply Management, C. Maksmovic, D. Butler and F. A. Memon, eds., A. A. Balkema Publishers, Lisse, Netherlands
-
Todini, E. (2003). "A more realistic approach to the 'extended period simulation' of water distribution networks." Proc., Advances in Water Supply Management, C. Maksmovic, D. Butler and F. A. Memon, eds., A. A. Balkema Publishers, Lisse, Netherlands, 173-184.
-
(2003)
A more realistic approach to the 'extended period simulation' of water distribution networks.
, pp. 173-184
-
-
Todini, E.1
-
38
-
-
79955810889
-
Extending the global gradient algorithm to unsteady flow extended period simulations of water distribution systems
-
Todini, E. (2011). "Extending the global gradient algorithm to unsteady flow extended period simulations of water distribution systems." J. Hydroinf., 13(2), 167-180.
-
(2011)
J. Hydroinf.
, vol.13
, Issue.2
, pp. 167-180
-
-
Todini, E.1
-
39
-
-
0039810627
-
-
Proc., Computer Applications in Water Supply, Wiley, New York
-
Todini, E., and Pilati, S. (1988). "A gradient method for the solution of looped pipe networks." Proc., Computer Applications in Water Supply, Wiley, New York, 1-20.
-
(1988)
A gradient method for the solution of looped pipe networks.
, pp. 1-20
-
-
Todini, E.1
Pilati, S.2
-
40
-
-
84879590807
-
Unified Framework for Deriving Simultaneous Equation Algorithms for Water Distribution Networks
-
Todini, E., and Rossman, L. (2013). "Unified Framework for Deriving Simultaneous Equation Algorithms for Water Distribution Networks." J. Hydraul. Eng., 139(5), 511-526.
-
(2013)
J. Hydraul. Eng.
, vol.139
, Issue.5
, pp. 511-526
-
-
Todini, E.1
Rossman, L.2
-
41
-
-
0033102634
-
Leak analysis in pipeline systems by means of optimal valve regulation
-
10.1061/(ASCE)0733-9429(1999)125
-
Tucciarelli, T., Criminisi, A., and Termini, D. (1999). "Leak analysis in pipeline systems by means of optimal valve regulation." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(1999)125:3(277), 277-285.
-
(1999)
J. Hydraul. Eng.
, vol.3
, Issue.277
, pp. 277-285
-
-
Tucciarelli, T.1
Criminisi, A.2
Termini, D.3
-
42
-
-
33745044547
-
Explicit integration method for extended-period simulation of water distribution systems
-
10.1061/(ASCE)0733-9429(2006)132:4(385)
-
Van Zyl, J., Savic, D. A., and Walters, G. A. (2006). "Explicit integration method for extended-period simulation of water distribution systems." J. Hydraul. Eng., 10.1061/(ASCE)0733-9429(2006)132:4(385), 385-392.
-
(2006)
J. Hydraul. Eng.
, pp. 385-392
-
-
Van Zyl, J.1
Savic, D.A.2
Walters, G.A.3
-
43
-
-
0024011630
-
Water distribution reliability: simulation methods
-
10.1061/(ASCE)0733-9496(1988)114
-
Wagner, J. M., Shamir, U., and Marks, D. H. (1988). "Water distribution reliability: simulation methods." J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1988)114:3(276), 276-294.
-
(1988)
J. Water Resour. Plann. Manage.
, vol.3
, Issue.276
, pp. 276-294
-
-
Wagner, J.M.1
Shamir, U.2
Marks, D.H.3
-
44
-
-
0015376062
-
Hydraulic network analysis using linear theory
-
Wood, D. J., and Charles, C. O. A. (1972). "Hydraulic network analysis using linear theory." J. Hydr. Div., 98(7), 1157-1170.
-
(1972)
J. Hydr. Div.
, vol.98
, Issue.7
, pp. 1157-1170
-
-
Wood, D.J.1
Charles, C.O.A.2
-
45
-
-
0019375090
-
Reliability of algorithms for pipe network analysis
-
Wood, D. J., and Rayes, A. G. (1981). "Reliability of algorithms for pipe network analysis." J. Hydr. Div., 107(10), 1145-1161.
-
(1981)
J. Hydr. Div.
, vol.107
, Issue.10
, pp. 1145-1161
-
-
Wood, D.J.1
Rayes, A.G.2
|