-
1
-
-
77955616587
-
Accounting for uniformly distributed pipe demand in WDN analysis: Enhanced GGA.
-
UWJRAU, 1573-062X, 10.1080/1573062X.2010.491550.
-
Berardi L. Giustolisi O. Todini E. Accounting for uniformly distributed pipe demand in WDN analysis: Enhanced GGA. Urban Water J. 2010, 7(4):243-255. UWJRAU, 1573-062X, 10.1080/1573062X.2010.491550.
-
(2010)
Urban Water J.
, vol.7
, Issue.4
, pp. 243-255
-
-
Berardi, L.1
Giustolisi, O.2
Todini, E.3
-
2
-
-
77957971214
-
Water network equilibrium variational formulation and comparison of numerical algorithms
-
B. Coulbeck, C. H. Orrand eds., Wiley, New York.
-
Carpentier P. Cohen G. Hamam Y. Water network equilibrium variational formulation and comparison of numerical algorithms. Computer application in water supply 1987, I. B. Coulbeck, C. H. Orr and eds. Wiley, New York.
-
(1987)
Computer application in water supply
, vol.1
-
-
Carpentier, P.1
Cohen, G.2
Hamam, Y.3
-
3
-
-
0039588616
-
Solving the pipe network analysis problem using optimization techniques.
-
MSCIAM, 0025-1909, 10.1287/mnsc.24.7.747.
-
Collins M. Cooper L. Helgason R. Kenningston J. LeBlanc L. Solving the pipe network analysis problem using optimization techniques. Manage. Sci. 1978, 24(7):747-760. MSCIAM, 0025-1909, 10.1287/mnsc.24.7.747.
-
(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
-
4
-
-
0004021623
-
Analysis of flow in networks of conduits or conductors
-
Bulletin No. 286, Univ. of Illinois Engineering Experimental Station, Urbana, IL.
-
Cross H. Analysis of flow in networks of conduits or conductors. 1936, 1-29. Bulletin No. 286, Univ. of Illinois Engineering Experimental Station, Urbana, IL.
-
(1936)
, pp. 1-29
-
-
Cross, H.1
-
5
-
-
0002093384
-
Efficient code for steady-state flows in networks
-
JYCEAJ, 0044-796X
-
Epp R. Fowler A.G. Efficient code for steady-state flows in networks. J. Hydraul. Div. 1970, 96(1):43-56. JYCEAJ, 0044-796X.
-
(1970)
J. Hydraul. Div.
, vol.96
, Issue.1
, pp. 43-56
-
-
Epp, R.1
Fowler, A.G.2
-
6
-
-
42449093808
-
Pressure-driven demand and leakage simulation for water distribution networks
-
JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:5(626).
-
Giustolis O. Savic D.A. Kapelan Z. Pressure-driven demand and leakage simulation for water distribution networks. J. Hydraul. Eng. 2008, 134(5):626-635. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:5(626).
-
(2008)
J. Hydraul. Eng.
, vol.134
, Issue.5
, pp. 626-635
-
-
Giustolis i, O.1
Savic, D.A.2
Kapelan, Z.3
-
7
-
-
68149163729
-
Pipe hydraulic resistance correction in WDN analysis
-
UWJRAU, 1573-062X, 10.1080/15730620802541623.
-
Giustolisi O. Todini E. Pipe hydraulic resistance correction in WDN analysis. Urban Water J. 2009, 6(1):39-52. UWJRAU, 1573-062X, 10.1080/15730620802541623.
-
(2009)
Urban Water J.
, vol.6
, Issue.1
, pp. 39-52
-
-
Giustolisi, O.1
Todini, E.2
-
8
-
-
77957946827
-
Considering actual pipe connections in WDN analysis
-
JHEND8, 0733-9429, 10.1061/(ASCE)HY.1943-7900.0000266
-
Giustolisi O. Considering actual pipe connections in WDN analysis. J. Hydraul. Eng. 2010, 136(11):889-901. JHEND8, 0733-9429, 10.1061/(ASCE)HY.1943-7900.0000266.
-
(2010)
J. Hydraul. Eng.
, vol.136
, Issue.11
, pp. 889-901
-
-
Giustolisi, O.1
-
9
-
-
80055023037
-
A new method for water distribution network calibration using enhanced GGA and topological analysis
-
1464-7141, 10.2166/hydro.2010.088.
-
Giustolisi O. Berardi L. new method for water distribution network calibration using enhanced GGA and topological analysis. J. Hydroinf. 2011, 13(4):621-641. 1464-7141, 10.2166/hydro.2010.088.
-
(2011)
J. Hydroinf.
, vol.13
, Issue.4
, pp. 621-641
-
-
Giustolisi, O.1
Berardi, L.2
-
10
-
-
83755225643
-
Water distribution network pressure-driven analysis using the enhanced global gradient algorithm (EGGA)
-
Giustolisi O. Laucelli D. Water distribution network pressure-driven analysis using the enhanced global gradient algorithm (EGGA). J. Water Resour. Plann. Manage. 2011, 137(6):498-510.
-
(2011)
J. Water Resour. Plann. Manage.
, vol.137
, Issue.6
, pp. 498-510
-
-
Giustolisi, O.1
Laucelli, D.2
-
11
-
-
0006666912
-
Hybrid method for the solution of piping networks
-
IEEPAD, 0018-9219, 10.1049/piee.1971.0292.
-
Hamam Y.M. Brammeler A. Hybrid method for the solution of piping networks. Proc. Inst. Electr. Eng. 1971, 118(11):1607-1612. IEEPAD, 0018-9219, 10.1049/piee.1971.0292.
-
(1971)
Proc. Inst. Electr. Eng.
, vol.118
, Issue.11
, pp. 1607-1612
-
-
Hamam, Y.M.1
Brammeler, A.2
-
12
-
-
0023982150
-
Schematic models for distribution systems design. I: Combination concept
-
JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1988)114:2(129).
-
Hamberg D. Shamir U. Schematic models for distribution systems design. I: Combination concept. J. Water Resour. Plann. Manage. 1988, 114(2):129-140. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1988)114:2(129).
-
(1988)
J. Water Resour. Plann. Manage.
, vol.114
, Issue.2
, pp. 129-140
-
-
Hamberg, D.1
Shamir, U.2
-
13
-
-
0015299730
-
Graph-theoretical models for pipe network analysis
-
JYCEAJ, 0044-796X.
-
Kesavan H.K. Chandrashekar M. Graph-theoretical models for pipe network analysis. J. Hydraul. Div. 1972, 98(2):345-364. JYCEAJ, 0044-796X.
-
(1972)
J. Hydraul. Div.
, vol.98
, Issue.2
, pp. 345-364
-
-
Kesavan, H.K.1
Chandrashekar, M.2
-
14
-
-
0019044246
-
Linear theory methods for pipe network analysis
-
JYCEAJ, 0044-796X
-
Isaacs L.T. Mills K.G. Linear theory methods for pipe network analysis. J. Hydraul. Div. 1980, 106(7):1191-1201. JYCEAJ, 0044-796X.
-
(1980)
J. Hydraul. Div.
, vol.106
, Issue.7
-
-
Isaacs, L.T.1
Mills, K.G.2
-
15
-
-
0000043494
-
The application of Newton's method to network analysis by digital computers
-
Martin D.W. Peters G. The application of Newton's method to network analysis by digital computers. J. Inst. Water Engrg. 1963, 17:115-129.
-
(1963)
J. Inst. Water Engrg.
, vol.17
, pp. 115-129
-
-
Martin, D.W.1
Peters, G.2
-
16
-
-
84859988606
-
-
MATLAB [Computer software]. MathWorks, Natick, MA.
-
MATLAB [Computer software]. MathWorks, Natick, MA.
-
-
-
-
17
-
-
0018468345
-
A comparison of three methods for selecting values of input variables in the analysis of output from a computer code
-
TCMTA2, 0040-1706, 10.2307/1268522.
-
McKay M.D. Conover W.J. Beckman R.J. comparison of three methods for selecting values of input variables in the analysis of output from computer code. Technometrics 1979, 21(2):239-245. TCMTA2, 0040-1706, 10.2307/1268522.
-
(1979)
Technometrics
, vol.21
, Issue.2
, pp. 239-245
-
-
McKay, M.D.1
Conover, W.J.2
Beckman, R.J.3
-
18
-
-
54249118625
-
The battle of the water sensor networks (BWSN): A design challenge for engineers and algorithms
-
JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:6(556)
-
Ostfeld A. The battle of the water sensor networks (BWSN): design challenge for engineers and algorithms. J. Water Resour. Plann. Manage. 2008, 134(6):556-568. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:6(556).
-
(2008)
J. Water Resour. Plann. Manage.
, vol.134
, Issue.6
, pp. 556-568
-
-
Ostfeld, A.1
-
19
-
-
84859988603
-
The battle of the water calibration networks (BWCN)
-
JWRMD5, 0733-9496, 10.1061/(ASCE)WR.1943-5452.0000191, in press, (Aug. 19, 2011).
-
Ostfeld A. The battle of the water calibration networks (BWCN). J. Water Resour. Plann. Manage. 2012, JWRMD5, 0733-9496, 10.1061/(ASCE)WR.1943-5452.0000191, in press, (Aug. 19, 2011).
-
(2012)
J. Water Resour. Plann. Manage.
-
-
Ostfeld, A.1
-
20
-
-
1642514167
-
Modeling the behavior of a network: Hydraulic analysis and a sampling procedure for estimating the parameters
-
Ph.D. thesis, Univ. of Bordeaux I, Bordeaux, France.
-
Piller O. Modeling the behavior of network: Hydraulic analysis and sampling procedure for estimating the parameters. 1995, Ph.D. thesis, Univ. of Bordeaux I, Bordeaux, France.
-
(1995)
-
-
Piller, O.1
-
21
-
-
84859983177
-
-
EPANET 2 users manual, U.S. Environmental Protection Agency, National Risk Management Research Laboratory, Cincinnati.
-
Rossman L.A. 2000, EPANET users manual, U.S. Environmental Protection Agency, National Risk Management Research Laboratory, Cincinnati.
-
(2000)
-
-
Rossman, L.A.1
-
23
-
-
0003085634
-
Water distribution network analysis
-
JYCEAJ, 0044-796X.
-
Shamir U. Howard C.D. D. Water distribution network analysis. J. Hydraul. Div. 1968, 94(1):219-234. JYCEAJ, 0044-796X.
-
(1968)
J. Hydraul. Div.
, vol.94
, Issue.1
, pp. 219-234
-
-
Shamir, U.1
Howard, C.D.D.2
-
24
-
-
0039810627
-
A gradient algorithm for the analysis of pipe networks
-
B. Coulbeck, C. H. Orrand eds., Research Studies Press, Taunton, UK.
-
Todini E. Pilati S. gradient algorithm for the analysis of pipe networks. Computer applications in water supply 1988, 1:1-20. B. Coulbeck, C. H. Orr and eds., Research Studies Press, Taunton, UK.
-
(1988)
Computer applications in water supply
, vol.1
, pp. 1-20
-
-
Todini, E.1
Pilati, S.2
-
25
-
-
23844504979
-
Effect of skeletonization on transient analysis results
-
G. Sehlke, D. F. Hayes, D. K. Stevens, ASCE, Reston, VA.
-
Walski T. Daviau J.L. Coran S. Effect of skeletonization on transient analysis results. Critical transitions in water and environmental resources management 2004, G. Sehlke, D. F. Hayes, D. K. Stevens and eds., ASCE, Reston, VA.
-
(2004)
Critical transitions in water and environmental resources management
-
-
Walski, T.1
Daviau, J.L.2
Coran, S.3
-
26
-
-
77954976487
-
Making optimal pump scheduling models work
-
R. N. Palmer, and ed., ASCE, Reston, VA.
-
Walski T. Hartell W. Wu Z. Making optimal pump scheduling models work. World Environmental and Water Resources Congress 2010: Challenges of Changes 2010, 4168-4179. R. N. Palmer ed., ASCE, Reston, VA.
-
(2010)
World Environmental and Water Resources Congress 2010: Challenges of Changes
, pp. 4168-4179
-
-
Walski, T.1
Hartell, W.2
Wu, Z.3
-
27
-
-
0015376062
-
Hydraulic network analysis using linear theory
-
JYCEAJ, 0044-796X.
-
Wood D.J. Charles C.O. A. Hydraulic network analysis using linear theory. J. Hydraul. Div. 1972, 98(7):1157-1170. JYCEAJ, 0044-796X.
-
(1972)
J. Hydraul. Div.
, vol.98
, Issue.7
, pp. 1157-1170
-
-
Wood, D.J.1
Charles, C.O.A.2
-
28
-
-
0019375090
-
Reliability of algorithms for pipe network analysis
-
JYCEAJ, 0044-796X.
-
Wood D.J. Rayes A.G. Reliability of algorithms for pipe network analysis. J. Hydraul. Div. 1981, 107(10):1145-1161. JYCEAJ, 0044-796X.
-
(1981)
J. Hydraul. Div.
, vol.107
, Issue.10
, pp. 1145-1161
-
-
Wood, D.J.1
Rayes, A.G.2
|