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Indexes of efficiency of restoration for effective time series of maximum rainfall discharges in Carpathians. No. River – site A, km2 H, m n N ⌬nЈ (%) ␴␧mean (%) K1 K2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Dnestr – Strelky Striy – Matkov Slavska – Slavskoe Svich – Mislovka Luzdanka – Goshev Chechva – Spas Lukva – Bondarov Striy – Zavadovka Bistritsa Nadvor. – Pasechna Ribnik – Ribnik Cheremosh – Usteriki Bely Cheremosh- Yablonitsa Pinie – Poliany Stera – Zniatzevo Udz – Zarechevo Liuta – Chernogolova Goliatinka – Maydan Repinka – Repino Tisa – Delovoe Chernaia Tisa – Belin Shopurka – Kobiletska Polya Teresva – Ustjgorna Teresva – Dubovoe Monranka – Russkaya Monr.

Junctions and pipes may also form loops. For a water distribution network to operate successfully, both pressure (or energy heads) at every node and velocities at each pipe must not exceed preset upper and/or lower bounds, for any water demand scenario (network loading) imposed to the system. Those requirements consist the system constraints. Given the desired topographical layout of a water distribution network, design optimisation aims at defining the “best” or optimal solution out of all existing alternatives, defining proper diameters for each pipe, so as to minimize the overall system cost, taking into consideration the system constraints.

1968. Exponential Smoothing with an adaptive response rate, Operational Research Quarterly, Vol 18. J. A. 2001. Making the most of District Metering: Modelling patterns in water use, Water software systems: Theory and applications. A. 2003. Lifestyle and its effects on domestic water use, Advances in water supply management. , Lisse, The Netherlands Advances in W Implementation of a confidence grading system for clean water asset data B. Jankovic-Nisic, I. Ledrappier & A. Bradshaw Halcrow Water Services, Snodland, Kent, UK ABSTRACT: Increasing economic and regulatory pressures have been placed on Clean Water Providers to show that they have a complete understanding of all their assets.

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Advances in water supply management : proceedings of the CCWI'03 conference, London, 15-17 September 2003


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