Pressure and flow uncertainty in water systems

Journal of Water Resources Planning and Management

Volumn 115, Issue 2, 1989, Pages 212-229

  Bargiela, Andrzej ^a   Hainsworth, Graham D ^a  

^a NOTTINGHAM TRENT UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW OF WATER--ANALYSIS; MATHEMATICAL STATISTICS--MONTE CARLO METHODS; MATHEMATICAL TECHNIQUES;

CONFIDENCE LIMIT ANALYSIS; FLOW UNCERTAINTY; SENSITIVITY MATRIX TECHNIQUE; STATE ESTIMATES;

WATER DISTRIBUTION SYSTEMS;

EID: 0024626040     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(1989)115:2(212)     Document Type: Article

References (16)

1. Bargiela, A. (1985a). “An algorithm for observability determination in water system state estimation.” IEE Proc., Part D, 132, 245–249.
2. Bargiela, A. (1985b). “Real time network analysis and leakage detection—final report” Dept. of Computing, Trent Polytechnic, Nottingham, U.K.
3. Bargiela, A., and Sterling, M. (1985). “Adaptive forecasting of daily water demand.” Comparative models for electrical load forecasting. D. W. Bunn and E. D. Farmer, eds., John Wiley and Sons, New York, N.Y.
4. Coulbeck, B. (1977). Optimisation and modelling techniques in dynamic control of water distribution systems,” thesis presented to the University of Sheffield, at Sheffield, Eng., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5. Duff, I. S. (1980). “MA28—a set of Fortran subroutines for sparse unsymmetric linear equations. Report R 8730, AERE Harwell, U.K.
6. Eggener, C., and Polkowski, L. (1976). “Network models and the impact of modeling assumptions.” J. AWWA, 68(4).
7. Piotrowski, J. (1978). “State estimation in water systems.” Water Distribution Systems Conference, Ustron, Poland.
8. Rao, H. S., Bree, D. W., and Benzvi, R. (1974). “Extended period simulation of water distribution networks.” Report PB-230 148, Systems Control Inc, Palo Alto, Calif.
9. Rayes, A. J., and Wood, D. J. (1981). “Reliability of algorithms for pipe network analysis.” J. Hydr. Div., ASCE, 107(HY10).
10. Reid, J. K. (1975). “A sparsity-exploiting variant of the Bartel-Golub decomposition for linear programming bases.” Report CSS 20, AERE Harwell.
11. Roberts, P. D., and Ben-Israel, A. (1970). “A suboptimisation method for interval programming: A new method for linear programming.” Linear algebra and its applications, 3, 383–405.
12. Sterling, M. and Bargiela, A. (1984a). “Minimum norm state estimation for computer control of water distribution systems.” IEE Proc., 131(2), 57–63.
13. Sterling, M., and Bargiela, A. (1984b) “Leakage reduction by optimised control of valves in water networks.” Trans. Inst. Meas. Control, 6, 293–298.
14. Stimson, K. R., and Brameller, A. (1981). “An integrated mesh-nodal method for steady state water distribution network analysis.” J. Inst. Water Engrs. and Sci., 35(2).
15. Walski, T. M. (1983). “Techniques for calibrating network models.” J. Water Resour. Plng. andMgmt., ASCE, 109(4).
16. “Water distribution research and applied development needs.” (1974). American Water Works Association Research Committee on Distribution Systems, J. AWWA, 66(6).