Advances in Water Supply Management: Proceedings of the International Conference on Computing and Control for the Water Industry, 15-17 September 2003, London, UKČ Maksimović, David Butler, Fayyaz Ali Memon Taylor & Francis, 2003 - 732 من الصفحات |
المحتوى
Autovalidation of district meter data 1133 | 13 |
Approach for restoration of missing data longterm time series and generalization | 31 |
Data mining and relationship analysis of water distribution system databases | 51 |
Covas N Graham Č Maksimović H Ramos Z Kapelan D Savic G Walters | 89 |
S Araujo H M Ramos S T Coelho | 109 |
Estimation of distributed pressuredependent leakage and consumer demand in | 119 |
Leastcost design of water distribution networks under uncertain demand | 139 |
Pipe sizing using a hybrid optimisation algorithm | 157 |
Role of operational changes in forming discoloured water in a water | 451 |
Optimal location of water quality monitoring sites in water distribution systems | 471 |
Z Hongbin Z Zhiling R Yueming | 487 |
Blackwater separation in a residential house by vacuum toilets | 507 |
The comprehensive monitoring of a rainwater recycling system and its potential | 525 |
The design and operation of a grey water treatment plant | 545 |
E Cabrera M Dubois R Cobacho E Cabrera Jr V Espert | 563 |
The economics of water efficient products in the household | 581 |
A more realistic approach to the extended period simulation of water | 173 |
HeadDriven Simulation Model HDSM for water distribution system calibration | 197 |
Need for pressure dependent demand in analysing failure of pipe networks | 217 |
Prioritizing water mains rehabilitation under uncertainty | 237 |
More choices in water system design through hybrid optimisation | 257 |
Optimisation methods for the calibration of water network systems | 273 |
Optimal scheduling of South Staffordshire water supply system using the | 283 |
Optimal rerouting to minimise residence times in water distribution networks | 299 |
Multiobjective optimization to the rehabilitation of a water distribution network | 315 |
Security of supply for service reservoirs | 329 |
Coordinated control for improving water supply | 349 |
sector 35 Bogotá Colombia | 367 |
Strategy for improving the performance of trunk main systems in water | 385 |
Practical conditions for the use of a first order chlorine decay model in water supply | 405 |
The effect of transient flow on chlorine decay in water supply systems | 425 |
A Ostfeld A Kessler I Goldberg | 441 |
Paper net present value technologies for asset appraisal of existing water utilities | 601 |
Cost analysis of alternative scenarios for drinking water supply in remote | 613 |
The sustainability of irrigation in England and the impact of water pricing | 623 |
A DSS for water conservation policies impact assessment in agriculture | 633 |
Lifestyle and its effects on domestic water | 647 |
Pattern of real water demand and its influence on water meters recordings | 657 |
W Koral | 664 |
Measuring microcomponents for demand forecasting | 673 |
a UK perspective | 683 |
A McDonald S Bellfield M Fletcher | 693 |
Study on stratagem of developing water resources for Northwest China | 703 |
in search | 711 |
Urban water demand management The city of ThessalonikiGreece case study | 721 |
fighting or adopting? A report about three years experience of drought | 727 |
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عبارات ومصطلحات مألوفة
Advances in Water analysis appliance applied ASCE assessment asset average Bekasi burst Butler & Memon calculated calibration chlorine coefficients computational constraints cost detection developed diameter discoloured drinking water drought efficiency Environment Agency Environmental EPANET equation estimated evaluation evolutionary algorithm factors Figure flow rate flushing fuzzy Genetic Algorithms greywater household hydraulic increase irrigation ISBN 90 leak leakage Maksimović measured Memon eds metaheuristic method methodology mg/l monitoring nodal node objective function operation optimal optimisation parameters performance pipe pipe material pipeline pressure problem programming pump rainwater reduced rehabilitation reliability Research reservoir sampling Savic scenarios simulation solution Swets & Zeitlinger Table tank techniques transient usage users valves variables water consumption water demand water distribution networks water distribution systems water meter water quality water quality model Water Resources Planning Water Supply Management water supply network WDND