Kapelan Z, Savic DA, Walters GA (2007) Calibration of WDS Hydraulic Models using the Bayesian Recursive Procedure. Herrin G, Smith C (2017) Hydraulic modeling for Esri © ArcGIS users In PROCEDIA ENGINEERING - ISSN:1877-7058 vol. Morosini AF, Costanzo F, Veltri P, Savic D (2014) Identification of measurement points for calibration of water distribution network models.
#2017 watergems conference september series#
In EPIC SERIES IN ENGINEERING - ISSN:2516-2330 vol. In HIC 2018 13th International Conference on Hydroinformatics. Morosini AF, Caruso O, Veltri P (2018) Comparison between calibration and sensitivity approach in water network management in Emergency conditions. (asce)wr.1943-5452.0000841Įljamassi A, Abeaid RA (2013) A GIS-based DSS for management of water distribution networks (Rafah City as Case Study).
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J Water Resour Plan Manag 334–344ĭo NC, Simpson AR, Deuerlein JW, Piller O (2017) Particle Filter–Based Model for Online Estimation of Demand Multipliers in Water Distribution Systems under Uncertainty. Hence, the implementation of the WaterGEMs hydraulic model integrated approach with GIS enabled to estimate the pressure and velocity of the system with better accuracy and this will be helpful for sustainable management of the water distribution system.Īlrayess H, Ulke A (2017) Evaluation and development of spatial decision support system 33–40īush C, Uber J (1998) Sampling design methods for water distribution model calibration. The velocity of water in the pipes of the distribution system were found to be within the standard range from 0.2 to 2m/s which covers 82.7% (162 out of 196 pipes). Results of the analysis show that 92.6% of nodes reached optimized pressure ranging between 15m to 70m and about 1.27% are under permissible pressure while the remaining nodes have above the permissible pressure. The WaterGEMS hydraulic model was calibrated (R 2=0.93) using measured data at 10 randomly selected nodes. In this paper, a case study of hydraulic performance was evaluated using WaterGEMS hydraulic model integrated with GIS at Tulu Bolo town. Section 2, Applied Science: Mathematics Physics Nano- and Quantum Sciences Bioinformatics Applied Chemistry Marine Sciences.Understanding hydraulic performance of water distribution system is crucial for sustainable management of a water supply system. Section 1, Engineering and Technology: Electrical and Electronic Engineering Mechanical Precision and Industrial Mechanical and power engineering, Fluid and solid mechanics, Marine and naval engineering, Geophysics Aeronautics Mining and Materials Chemical and Environmental Civil and Architecture Computer & Information Technology Biomedical Engineering.
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ICaTAS 2017 will be divided into several sections related but not limited to the following scientific tracks (Topics of interest include, but are not limited to): Encouraging young researcher from multi-discipline engineering background to share their new and innovative ideas and/or findings will be the aim of the conference. The conference will highlight recent and significant advances in research and development in advanced technology, applied sciences, and interdisciplinary works. The conference will be held at Arab Academy for Science and Technology main campus, Abu Keer, Alexandria, Egypt. The Arab Academy for Science, Technology, and Maritime Transport ( AASTMT), Egypt, and Malaysia Japan International Institute of Technology ( MJIIT), UniversitiTeknologi Malaysia ( UTM )will jointly organize the 2nd International conference on Advanced Technology and Applied Sciences (ICaTAS 2017) from the 12th of September to 14th of September 2017.