Seismic Damage Analysis on Water Supply System in Wenchuan Earthquake

2011 ◽  
Vol 194-196 ◽  
pp. 1947-1950
Author(s):  
Dan Yang ◽  
En Dong Guo ◽  
Qiong Wang

In order to understand the seismic performance and functional failure feature of water supply system, the seismic damage phenomena, damage feature and degree of several kinds of water supply pipeline under different earthquake intensities are investigated based on the post earthquake survey data of water supply system in over 20 cities and counties.

2012 ◽  
Vol 238 ◽  
pp. 868-871 ◽  
Author(s):  
Xiao Juan Li ◽  
Fei Min Shen

According to the seismic damage mechanism of the buried pipeline,the seismic performance of single pipeline is evaluated quantitatively. The network connectivity is analyzed with Monte-Carlo method and seismic performance of the whole network system is evaluated quantitatively. Finally, the anti-seismic reliability of the main water supply system is analyzed in the City of Fuzhou. The results indicate that the proposed method is feasible, accurate and effective, which provides references for further research of design, optimization and reformation of the urban buried pipeline.


2021 ◽  
Vol 2083 (3) ◽  
pp. 032047
Author(s):  
Yuanhao Wang

Abstract Water supply system is an important part of campus public facilities, and the water supply pipeline will leak, not only increase the cost of water supply, but also cause water waste. This paper collects water consumption data of water meters at all levels in a school’s water supply system, establishes MLP multilayer perceptron neural network model, determines the water leakage rate according to the fluctuation of predicted value and actual value, so as to analyze the leakage situation of each school’s water supply system. When the fluctuation between the actual and predicted water consumption exceeds a certain threshold, water leakage occurs on that day. Through solving the model, the following conclusions are finally drawn: (1) the annual water leakage rate of the school is 10.74%, and the water leakage is 29131.418L. (2) The water leakage rate in the first quarter is the highest, and the water leakage in the second quarter is the highest.(3) The school aquaculture area is the most serious leakage phenomenon, and the maximum water leakage rate of each water meter node is more than 10%.


2019 ◽  
Vol 136 ◽  
pp. 03002
Author(s):  
Wenbo Li ◽  
Lanlan Liu ◽  
Jun Wang ◽  
Jian Xiao ◽  
Jun Zhang ◽  
...  

The main function of technical water supply systems of hydropower stations is for cooling and lubricating water equipment, which is directly related to the safe and stable operation of water turbine generators, water cooled transformers and other important equipment. In this paper, two cases of technical water supply system fault are analysed in detail to illustrate the importance of manufacturing and installation of technical water supply system in ensuring stable operation.


2013 ◽  
Vol 838-841 ◽  
pp. 1512-1516
Author(s):  
Lin Gao ◽  
En Dong Guo ◽  
Zhi Liu

In order to study the damage characteristics and seismic performances of clear water tanks in water supply system, common damage types and main influence factors are summarized based on the collected damage data, and seismic vulnerability matrix is obtained. Seismic damage loss ratio is suggested by combination damage and construction cost. On the strength of the above results, assessment models of seismic loss for clear water tanks are built, including group assessment model and monomer assessment model. The accuracy and applicability of the models can meet engineering requirements. Finally, anti-seismic suggestions and countermeasures of pools are given based on the above research results.


2018 ◽  
Vol 28 (4) ◽  
pp. 1259-1264
Author(s):  
Kiril Lisichkov ◽  
Katerina Atkovska ◽  
Neven Trajchevski ◽  
Orce Popovski ◽  
Nadica Todorovska

The presence of some chemical compounds at higher levels than maximum permissible concentrations (MPC) in the drinking water, suggests of water resources pollution. In this paper the following elements were analyzed: total arsenic, cadmium, lead, cooper and zinc. Twelve samples of water from the water supply system from the city of Skopje were examined during one year from three different springs. Also, ten samples of bottled water from three producers from the Macedonian market were tested.The determined average mass concentrations of total As, Cd(II), Pb(II), Cu(II) and Zn(II) in the analyzed water samples from the water supply system are 1.35 μg/l, 0.06 μg/l, 0.6 μg/l, 0.9 μg/l and 1,12 μg/l, respectively, and for the tested bottled water, the mean values ranges from 0.56 - 0.83 μg total As / l, 0.053 - 0.056 μg Cd(II)/l, 0.51 - 0.54 μg Pb(II)/l , 0.6 - 0.87 μg Cu(II)/l and 0.68 - 0.8 μg Zn(II)/l water.The following instrumental analytical methods and techniques were used for the analysis of the tested samples of drinking water: flame atomic absorption spectroscopy (AAS), atomic absorption spectroscopy with hydride cеll, electrothermal atomic absorption spectroscopy.The obtained results are shown in tables and graphic form. According to the obtained results a comparative analysis was carried out indicate that it is a water of good quality that can be used in different branches of the process industry.The obtained results in this paper do not exceed the values of the MPC of the Republic of Macedonia prescribed by the legal regulations for the drinking water, which confirm the health safety of the drinking water from the water supply system in the city of Skopje and the packed waters from the Macedonian market in relation to the tested elements.


1993 ◽  
Vol 27 (9) ◽  
pp. 29-36 ◽  
Author(s):  
J. E. Rose

The Kafr El Sheikh Water Supply Project is a comprehensive endeavour to provide the physical and institutional resources for an effective and sustainable water supply system for 2 million persons in a developing rural Governorate in the Delta region of Egypt. The paper describes the aims of the Management Component, the institutional development of an integrated water supply and sewerage company and the main activities to-date. These include training, operational improvements, health education and finance development. Further support is required until all engineering and institutional development work has been completed.


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