dc.contributor.author | Mridha, M. A. K. | |
dc.contributor.author | Rashid, M. H. | |
dc.contributor.author | Smout, I. K. | |
dc.contributor.author | Hossain, M. I. | |
dc.date.accessioned | 2021-01-21T05:37:33Z | |
dc.date.available | 2021-01-21T05:37:33Z | |
dc.date.issued | 1994-06 | |
dc.identifier.uri | http://publications.bsmrau.edu.bd/handle/123456789/774 | |
dc.description.abstract | Hydraulic tests were conducted for buried pipe system in eight different locations with buried non-reinforccd concrete pipe to distribute water from deep tubewclls irrigating diversified crops. Average pump and outlet discharges were found 58% and 49%, respectively of the design rate (56 I/s). Average deep tubewell efficiency was 69%. There were significant variations in water losses from scheme to scheme. The variations ranged from 5.88 to 937 I/s/100 m for earthen channel length by Inflow-outflow method whereas the water losses from buried pipeline varied from 0.35 to 1.44 l/s/100 m. However, by tank test method, the water loss from buried pipe systems varied from 0.10 to 1.18 l/s/100 m. Leakage through joints and pipe walls was 0.7 leaks per 100 m of pipeline. Using buried pipe systems 81% of pumped water can be delivered more efficiently throughout the command area and this system also saved 91% irrigation water compared to earthen open channel systems. Measured head losses for different pipe sizes and pump discharges were found comparable with theoretical values. | en_US |
dc.description.sponsorship | BSMRAU | en_US |
dc.language.iso | en | en_US |
dc.publisher | BSMRAU | en_US |
dc.relation.ispartofseries | Vol-4;No-1 | |
dc.subject | Hydraulic performance | en_US |
dc.subject | Buried pipe | en_US |
dc.subject | Irrigation | en_US |
dc.title | Hydraulic performance on buried pipe irrigation systems | en_US |
dc.type | Article | en_US |