首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   31篇
  免费   0篇
财政金融   10篇
工业经济   1篇
经济学   4篇
贸易经济   3篇
农业经济   1篇
经济概况   1篇
水利工程   11篇
  2022年   1篇
  2021年   1篇
  2019年   2篇
  2018年   1篇
  2016年   1篇
  2014年   2篇
  2013年   2篇
  2012年   2篇
  2011年   3篇
  2010年   1篇
  2009年   4篇
  2008年   2篇
  2006年   1篇
  2005年   1篇
  2004年   1篇
  2001年   1篇
  1999年   2篇
  1998年   1篇
  1987年   1篇
  1984年   1篇
排序方式: 共有31条查询结果,搜索用时 15 毫秒
31.
To evaluate non revenue water (NRW) and losses in water distribution networks a methodology is developed by applying “annual water balance” and “minimum night flow” analyses. In this approach the main NRW components such as leakage from reported and un-reported bursts and background leakage, with real or estimated data, enabling assessment of indices of leakage performance are evaluated. Also, a novel procedure is introduced in this paper that can determine the nodal and pipe leakage by using a hydraulic simulation model. Recognising the pressure dependency of leakage the total consumption is divided into two parts, one pressure dependent and the other independent of local pressure, and the hydraulic behaviour of the network is analyzed. A computer code is developed to evaluate all components of water losses based on the proposed methodology. For better representation of the results and management of the system, the outputs are exported to a GIS model. Using the capabilities of this GIS model, the network map and attribute data are linked and factors affecting network leakage are identified. In addition, the effects of pressure reduction are investigated. The model is illustrated by a real case study. The results show that the suggested model has overcome the shortcomings of the existing methodologies by accounting for the leakage and other NRW components in water distribution networks more realistically.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号