English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Zendy Open

Presents the pdf analysis as premium feature

PDF Analysis

Insights

Presents the summarisation as premium feature

Summarisation

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the zaia usage as premium feature

ZAIA

Zendy Tools

Zendy Plus

Presents the access of premium content as premium feature

Premium Content

Five flow-distribution models are compared for optimal design of looped water distribution networks (WDNs) with redundancy. A two-stage iterative methodology, in which a WDN designed using LP in the first stage for the selected flow-distribution corresponding to all-pipes working condition, is checked in the second stage for its performance under failure conditions. The LP problem of first stage is modified to additionally include the flow-distribution for the most critical pipe-failure condition. The methodology is continued until network becomes satisfactory under multiple single pipe failures. It is observed that the Chiong's flow-distribution model provided minimum cost design with redundancy for illustrative network

Comparison of Flow-distribution Models for Design of Water Distribution Networks with Redundancy