An iterative design method for regeneration reuse water network with internal water mains

2020 ◽  
Vol 15 (2) ◽  
Author(s):  
Honghai Wang ◽  
Zhao Wang ◽  
Xiaoxiao Wei ◽  
Qi Zhou ◽  
Weiyi Su
Author(s):  
N. Okano ◽  
S. Konishi ◽  
K. Kobayashi ◽  
A. Koenuma ◽  
K. Ohishi ◽  
...  

2016 ◽  
Vol 58 (12) ◽  
pp. 2949-2954
Author(s):  
Xiaoke Song ◽  
Yong Liu ◽  
Bin Wei ◽  
Yajun She ◽  
Honghua Wang ◽  
...  

2021 ◽  
Vol 6 (1) ◽  
pp. 36-47
Author(s):  
Sawan Kumar Rai ◽  
Harit Keawmuang ◽  
Himanshu Variyavwala ◽  
Laith Shatnawi

The constant need for improvement drives humans to look for the best possible option in every field. Computer Aided Design (CAD) is no exception, to follow the best method of designing a product and finalizing it, researchers came up with an idea to generate multiple designs using fixed input values and finalizing the most appropriate one. The objective is achieved using an iterative design process based on algorithms by a specific software. Generative design introduces a new experience based on the Integration of machine dynamics in the manufacturing of objects and about experience. In this work generative design method was investigated on an articulated rod, one of the most important components of the rotary engine, to effectively improve the overall working performance of the engine and enhance its performance by decreasing its mass. Since fuel consumption by the machine can be greatly reduced by lowering the mass, so the goal is to minimize the weight of the rod while mechanical characteristics have to be within the acceptable values. Also, finite element analysis (FEA) was investigated on the part as to ensure the reliability of the rod before and after optimization.


2012 ◽  
Vol 183 ◽  
pp. 198-211 ◽  
Author(s):  
Daniela Estelita Goes Trigueros ◽  
Aparecido Nivaldo Módenes ◽  
Mauro A.S.S. Ravagnani ◽  
Fernando R. Espinoza-Quiñones

2012 ◽  
Vol 24 (1) ◽  
pp. 115-124
Author(s):  
Andrzej Studziński ◽  
Katarzyna Pietrucha-Urbanik

Abstract Town of Krosno is supplied with water by 3 intakes: Sieniawa, Iskrzynia and Szczepańcowa. After the treatment water flows in water mains to the water network in Krosno. The aim of his paper is qualitative risk analysis of the water main Sieniawa failures. The consequences of the failure: pressure value in the network and its duration, were described for different conditions of failures: time of failure, water demand and water storage tanks initial filling. For simulations of pipe failure water network model made in Epanet 2 program was used. The model was verified both during operation of water network and during the failure, where field data were used. The results of the simulations are corresponding to observations made during the real failures. Negative consequences appear only after emptying the water storage tanks, it results from two features of the storage tanks: they stabilize pressure in the network and for some time can provide water to the network. The time of emptying the storage tanks varies according to water demand their initial filling, it is at least 3 hours. During this time the are no sign of failure. When the storage tanks are empty reduction of pressure an shortage of water are observed on prevailing area of Krosno.


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