DESIGN OPTIMIZATION OF IRRIGATION PIPE NETWORK USING DIFFERENT CONVENTIONAL TECHNIQUES (Record no. 19571)
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20230628143444.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 230628b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 21275 |
| Author | Bhagat, Chandrashekhar |
| 245 ## - TITLE STATEMENT | |
| Title | DESIGN OPTIMIZATION OF IRRIGATION PIPE NETWORK USING DIFFERENT CONVENTIONAL TECHNIQUES |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol,41(2), Apr |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Roorkee |
| Name of publisher, distributor, etc. | Indian Water Resources Society |
| Year | 2021 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 6-13p |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | onventional method for supplying water for irrigation in India by canal networks has certain limitations such as huge seepage losses,<br/>evaporation losses, land acquisition problems, thefts etc. To overcome these limitations canal network is replace by pipe network, if design<br/>efficiently and can reduce significant amount of water losses; but Cost of pipe network is almost 70% of the total project. This cost can be<br/>reduced by efficient and optimal design of piped irrigation network. In the present study design of the pipe distribution network has been<br/>carried out using EPANET 2.0 and critical path method for Bakhari Distributary of Pench, Irrigation Project, and the respective cost has<br/>been calculated. The design results obtained from critical path method have been optimized using linear programing and cost head loss ratio<br/>method, and respective cost has been compared. Both techniques resulted in to a distinct reduction in the overall cost of irrigation water<br/>distribution network over EPANET 2.0 based design. Total cost saving up to 18.64% has been achieved by using linear programing, whereas<br/>17.81% using cost head loss ratio method for the design of present case study area. In cost head loss ratio method, a modified approach is<br/>adopted to convert obtained optimized diameters of pipe into commercially available sizes of pipe. The methodology can be further extended<br/>to large pipe irrigation networks to reduce the present canal losses, there by optimizing the water use. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4621 |
| Topical term or geographic name entry element | Civil Engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 21276 |
| Co-Author | Mirajkar, Ashwani B. |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Roorkee Indian Institute of Technology Roorkee |
| Title | Journal of indian water resource society |
| International Standard Serial Number | 0970-6984 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://iwrs.org.in/journal/apr2021/2apr.pdf |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 28/06/2023 | 2023-0943 | 28/06/2023 | 28/06/2023 | Articles Abstract Database |