Parameter estimation in water-distribution systems by least squares

Journal of Water Resources Planning and Management

Volumn 120, Issue 4, 1994, Pages 405-422

  Datta, R S N ^a   Sridharan, K ^a  

^a INDIAN INSTITUTE OF SCIENCE   (India)

Author keywords

[No Author keywords available]

Indexed keywords

PARAMETER ESTIMATION; WATER DISTRIBUTION SYSTEM; WATER MANAGEMENT; WEIGHTED LEAST SQUARES;

LEAST SQUARES APPROXIMATIONS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; SENSITIVITY ANALYSIS; VALVES (MECHANICAL); WATER PIPELINES;

HAZEN WILLIAMS PIPE COEFFICIENTS; MULTIPLE LOADING CONDITIONS; WEIGHTED LEAST SQUARES METHOD;

WATER DISTRIBUTION SYSTEMS;

DISTRIBUTION SYSTEMS; PARAMETER ESTIMATION; WATER SUPPLY;

EID: 0028668891     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(1994)120:4(405)     Document Type: Article

References (28)

1. Bhave, P. R. (1988). “Calibrating water distribution network models.” J. Envir. Engrg., ASCE, 114(1), 120–136.
2. Boulos, P. F., and Wood, D. J. (1990). “Explicit calculation of pipe network parameters.” J. Hydr. Engrg., ASCE, 116(11), 1329–1344.
3. Box, M. J. (1965). “A new method of constrained optimization and a comparison with other methods.” Comp. J., 8, 45–52.
4. Carrera, J., and Neuman, S. P. (1986). “Estimation of aquifer parameters under transient and steady-state conditions, 1, maximum likelihood method incorporating prior information.” Water Resour. Res., 22, 199–210.
5. Chander, S., Kapoor, P. N., and Goyal, S. K. (1981). “Analysis of pumping test data using Marquardt algorithm.” Groundwater, 19, 275–278.
6. Chin, K. K., Gay, R. K. L., Chua, S. H., Chan, C. H., and Ho, S. Y. (1978). “Solution of water networks by sparse matrix methods.” Int. J. Num. Meth. Engrg., 12, 1261–1277.
7. Cobb, P. M., McElwee, C. D., and Butt, M. A. (1982). “Analysis of leaky aquifer pumping test data: An automated numerical solution using sensitivity analysis.” Ground Water, 20(3), 325–333.
8. Coulbeck, B. (1985). “An application of hierarchial optimization in calibration of large-scale water networks.” Optimal Control Applications and Methods, 6, 31–42.
9. Donachie, R. P. (1974). “Digital program for water network analysis.” J. Hydr. Div., ASCE, 100(3), 393–403.
10. Gofman, E., and Rodeh, M. (1981). “Loop equations with unknown pipe characteristics.” J. Hydr. Div., ASCE, 107(9), 1047–1060.
11. Isaacs, L. T., and Mills, K. G. (1980). “Linear theory method for pipe network analysis.” J. Hydr. Div., ASCE, 106(7), 1191–1201.
12. Kool, J. B., Parker, J. C., and van Genuchten, M. T. (1987). “Parameter estimation for unsaturated flow and transport models—a review.” J. Hydrol., 91, 255–293.
13. Lansey, K. E., and Basnet, C. (1991). “Parameter estimation for water distribution networks.” J. Water Resour. Plng. and Mgmt., ASCE, 117(1), 126–144.
14. Mania, J., and Sucche, M. (1978). “Automatic analysis of pumping test data—application to the Boulton and Hantush hypothesis.” J. Hydrol., 37, 185–194.
15. Martin, D. W., and Peters, G. (1963). “Application of Newton’s method to network analysis by digital computers.” J. Inst. Water Engrs., 17(2), 115–129.
16. McElwee, C. D. (1980). “Theis parameter evaluation from pumping tests by sensitivity analysis.” Ground Water, 18(1), 56–60.
17. Misra, S., and Parker, J. C. (1989). “Parameter estimation for coupled unsaturated flow and transport.” Water Resour. Res., 25(3), 385–396.
18. Ormsbee, L. E. (1989). “Implicit network calibration.” J. Water Resour. Plng. and Mgmt., ASCE, 115(2), 243–257.
19. Ormsbee, L. E., and Wood, D. J. (1986). “Explicit pipe network calibration.” J. Water Resour. Plng. and Mgmt., ASCE, 112(2), 116–182.
20. Rahel, C. M., Sterling, M. J. H., and Coulbeck, B. (1980). “Parameter tuning for simulation models of water distribution networks.” Proc., Institution of Civil Engineers, London, England, 69(2), 751–762.
21. Ramaswamy, R. (1983). “Optimization technique for evaluation of aquifer parameters,” PhD thesis, Indian Institute of Science, Bangalore, India.
22. Sekhar, M., Mohan Kumar, M. S., and Sridharan, K. (1992). “Parameter estimation in aquifer-water table aquitard system.” J. Hydrol., 136, 177–192.
23. Shamir, U., and Howard, C. D. D. (1968). “Water distribution systems analysis.” J. Hydr. Div., ASCE, 94(1), 219–234.
24. Shamir, U. (1974). “Optimal design and operation of water distribution systems.” Water Resour. Res., 10(1), 27–36.
25. Sridharan, K., Ramaswamy, R., and Lakshman Rao, N. S. (1985). “Identification of parameters in unconfined aquifers.” J. Hydrol., 79, 73–81.
26. Sridharan, K., Ramaswamy, R., and Lakshman Rao, N. S. (1987). “Identification of parameters in semiconfined aquifers.” J. Hydrol., 93, 163–173.
27. Walski, T. M. (1983). “Technique for calibrating network models.” J. Water Resour. Plng. and Mgmt., ASCE, 109(4), 360–372.
28. Yeh, W. W-G. (1986). “Review of parameter identification procedures in groundwater hydrology: Inverse problem.” Water Resour. Res., 22(2), 95–108.