KRISHI
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Please use this identifier to cite or link to this item:
http://krishi.icar.gov.in/jspui/handle/123456789/41612
Title: | CONJUNCTIVE USE OF LINED CANALS AND UNDERGROUND PIPELINE FOR WATER CONVEYANCE UNDER GRAVITY IRRIGATION |
Other Titles: | Not Available |
Authors: | RC YADAV |
ICAR Data Use Licennce: | http://krishi.icar.gov.in/PDF/ICAR_Data_Use_Licence.pdf |
Author's Affiliated institute: | ICAR::Indian Institute of Soil and Water Conservation |
Published/ Complete Date: | 1985-01-01 |
Project Code: | Not Available |
Keywords: | CONJUNCTIVE USE, LINED CANALS, UNDERGROUND PIPELINE , WATER CONVEYANCE, GRAVITY IRRIGATIO |
Publisher: | Not Available |
Citation: | Not Available |
Series/Report no.: | Not Available; |
Abstract/Description: | THE COST FUNCTIONS OF WATER CONVEYANCE THROUGH LINED OPEN CANALS AND UNDERGROUND PIPELINES HAVE BEEN DEVELOPED. A SIMPLE MATHEMATICAL MODEL HAS BEEN DEVELOPED TO DETERMINE THE BREAKEVEN POINT FOR UNDERGROUND PIPELINES AND OPEN CANALS WHICH CONSIDERS THE COST OF WORKS, MATERIALS AND A DERIVED RELATIONSHIP BETWEEN THE EMBANKMENT HEIGHT AND THE COST OF CONSTRUCTION . IT WAS CONCLUDED THAT IN THE CONDITIONS OF NORTHERN NIGERIA , UNDERGROUND PIPELINES WOULD BE MORE ECONOMICAL THAN OPEN LINED CANALS WHEN THE EMBANKMENT HEIGHTS EXCEEDED VALUES. THE RESULTS OF THE CALCULATIONS ARE PRESENTED GRAPHICALLY BY WAY OF EXAMPLE. |
Description: | Not Available |
ISSN: | Not Available |
Type(s) of content: | Research Paper |
Sponsors: | Not Available |
Language: | English |
Name of Journal: | Journal of Agricultural Engineering (ISAE) |
NAAS Rating: | 4.79 |
Volume No.: | 32 |
Page Number: | 243-257 |
Name of the Division/Regional Station: | Not Available |
Source, DOI or any other URL: | Not Available |
URI: | http://krishi.icar.gov.in/jspui/handle/123456789/41612 |
Appears in Collections: | NRM-IISWC-Publication |
Files in This Item:
File | Description | Size | Format | |
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scan0019.pdf | 52.94 kB | Adobe PDF | View/Open |
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