-
1
-
-
0037617140
-
Water network model calibration based on grouping pipes with similar leakage and roughness estimates
-
(2000) R. H. Hotchkiss and M. Glade, eds., ASCE, Reston, Va
-
Ainola, L., Koppel, T., Tiiter, K., and Vassiljev, A. (2000). ‘‘Water network model calibration based on grouping pipes with similar leakage and roughness estimates.’’ Building Partnerships, R. H. Hotchkiss and M. Glade, eds., ASCE, Reston, Va.
-
Building Partnerships
-
-
Ainola, L.1
Koppel, T.2
Tiiter, K.3
Vassiljev, A.4
-
2
-
-
0025514539
-
Explicit calculation of pipe-network parameters
-
1990
-
Boulos, P. F., and Wood, D. J. (1990). ‘‘Explicit calculation of pipe-network parameters.’’ J. Hydraul. Eng., 116(11), 1329–1344.
-
J. Hydraul. Eng.
, vol.116(11)
, pp. 1329-1344
-
-
Boulos, P.F.1
Wood, D.J.2
-
3
-
-
0034986710
-
Practical identifiability analysis of large environmental simulation models
-
2001
-
Brun, R., Reichert, P., and Kunsch, H. R. (2001). ‘‘Practical identifiability analysis of large environmental simulation models.’’ Water Resour. Res., 37(4), 1015–1030.
-
Water Resour. Res.
, vol.37(4)
, pp. 1015-1030
-
-
Brun, R.1
Reichert, P.2
Kunsch, H.R.3
-
4
-
-
0028668891
-
Parameter estimation in water-distribution systems by least squares
-
1994
-
Datta, R. S. N., and Sridharan, K. (1994). ‘‘Parameter estimation in water-distribution systems by least squares.’’ J. Water Resour. Plan. Manage., 120(4), 405–422.
-
J. Water Resour. Plan. Manage.
, vol.120(4)
, pp. 405-422
-
-
Datta, R.S.N.1
Sridharan, K.2
-
5
-
-
0023523514
-
How many clusters are best?—An experiment
-
1987
-
Dubes, R. C. (1987). ‘‘How many clusters are best?—An experiment.’’ Pattern Recogn., 20(6), 645–663.
-
Pattern Recogn
, vol.20(6)
, pp. 645-663
-
-
Dubes, R.C.1
-
6
-
-
0030302433
-
Simultaneous estimation of transmissivity values and zonation
-
1996
-
Eppstain, M. J., and Dougherty, D. E. (1996). ‘‘Simultaneous estimation of transmissivity values and zonation.’’ Water Resour. Res., 32(11), 3321–3336.
-
Water Resour. Res.
, vol.32(11)
, pp. 3321-3336
-
-
Eppstain, M.J.1
Dougherty, D.E.2
-
7
-
-
0031846142
-
Efficient three-dimensional data inversion soil characterization and moisture monitoring from cross-well ground penetrating radar at a Vermont test site
-
1998
-
Eppstain, M. J., and Dougherty, D. E. (1998). ‘‘Efficient three-dimensional data inversion soil characterization and moisture monitoring from cross-well ground penetrating radar at a Vermont test site.’’ Water Resour. Res., 34(8), 1889–1900.
-
Water Resour. Res.
, vol.34(8)
, pp. 1889-1900
-
-
Eppstain, M.J.1
Dougherty, D.E.2
-
8
-
-
0032725987
-
New approach to water distribution network calibration
-
1999
-
Greco, M., and Del Giudice, G. (1999). ‘‘New approach to water distribution network calibration.’’ J. Hydraul. Eng., 125(8), 849–854.
-
J. Hydraul. Eng.
, vol.125(8)
, pp. 849-854
-
-
Greco, M.1
Giudice, D.G.2
-
9
-
-
0028667819
-
Coupled seismic and tracer test inversion for aquifer property characterization
-
1994
-
Hyndman, D. W., Harris, J. M., and Gorelick, S. M. (1994). ‘‘Coupled seismic and tracer test inversion for aquifer property characterization.’’ Water Resour. Res., 30(7), 1965–1977.
-
Water Resour. Res.
, vol.30(7)
, pp. 1965-1977
-
-
Hyndman, D.W.1
Harris, J.M.2
Gorelick, S.M.3
-
11
-
-
0035310447
-
Calibration assessment and data collection for water distribution networks
-
2001
-
Lansey, K. E., El-Shorbagy, W., Ahmed, I., Araujo, J., and Haan, C. T. (2001). ‘‘Calibration assessment and data collection for water distribution networks.’’ J. Hydraul. Eng., 127(4), 270–279.
-
J. Hydraul. Eng.
, vol.127(4)
, pp. 270-279
-
-
Lansey, K.E.1
El-Shorbagy, W.2
Ahmed, I.3
Araujo, J.4
Haan, C.T.5
-
12
-
-
0036496464
-
Determining pipe groupings for water distribution networks
-
2002
-
Mallick, K. N., Ahmed, I., Tickle, K. S., and Lansey, K. E. (2002). ‘‘Determining pipe groupings for water distribution networks.’’ J. Water Resour. Plan. Manage., 128(2), 130–139.
-
J. Water Resour. Plan. Manage.
, vol.128(2)
, pp. 130-139
-
-
Mallick, K.N.1
Ahmed, I.2
Tickle, K.S.3
Lansey, K.E.4
-
13
-
-
0030132749
-
WLS method for parameter estimation in water distribution networks
-
1996
-
Niranjan Reddy, P. V., Sridharan, K., and Rao, P. V. (1996). ‘‘WLS method for parameter estimation in water distribution networks.’’ J. Water Resour. Plan. Manage., 122(3), 157–164.
-
J. Water Resour. Plan. Manage.
, vol.122(3)
, pp. 157-164
-
-
Reddy, N.P.V.1
Sridharan, K.2
Rao, P.V.3
-
15
-
-
0037617138
-
Using a Kalman filter approach for looped water distribution networks calibration
-
(1999) D. A. Savic and G. A. Walters, eds., Research Studies Press Ltd., Baldock, Hertfordshire, England
-
Todini, E. (1999). ‘‘Using a Kalman filter approach for looped water distribution networks calibration.’’ Water industry systems: modelling and optimisation applications—I, D. A. Savic and G. A. Walters, eds., Research Studies Press Ltd., Baldock, Hertfordshire, England.
-
Water industry systems: modelling and optimisation applications—I
-
-
Todini, E.1
-
16
-
-
0033102634
-
Leak analysis in pipeline systems by means of optimal valve regulation
-
1999
-
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.
-
J. Hydraul. Eng.
, vol.125(3)
, pp. 277-285
-
-
Tucciarelli, T.1
Criminisi, A.2
Termini, D.3
-
17
-
-
0020835297
-
Technique for calibrating network models
-
1983
-
Walski, T. M. (1983). ‘‘Technique for calibrating network models.’’ J. Water Resour. Plan. Manage., 109(4), 360–372.
-
J. Water Resour. Plan. Manage.
, vol.109(4)
, pp. 360-372
-
-
Walski, T.M.1
|