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dc.contributor.authorMridha, M. A. K.
dc.contributor.authorRashid, M. H.
dc.contributor.authorSmout, I. K.
dc.contributor.authorHossain, M. I.
dc.date.accessioned2021-01-21T05:37:33Z
dc.date.available2021-01-21T05:37:33Z
dc.date.issued1994-06
dc.identifier.urihttp://publications.bsmrau.edu.bd/handle/123456789/774
dc.description.abstractHydraulic 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.sponsorshipBSMRAUen_US
dc.language.isoenen_US
dc.publisherBSMRAUen_US
dc.relation.ispartofseriesVol-4;No-1
dc.subjectHydraulic performanceen_US
dc.subjectBuried pipeen_US
dc.subjectIrrigationen_US
dc.titleHydraulic performance on buried pipe irrigation systemsen_US
dc.typeArticleen_US


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