G. Horrocks et al., SEDIMENT AND DEBRIS REMOVAL INLET STRUCTURE FOR CANAL PIPELINES, Journal of irrigation and drainage engineering, 120(3), 1994, pp. 607-616
New underground pipelines, which replaced open-channel canals in the D
uchesne River area of northeastern Utah, provided the necessary water
pressure for local farmers in this arid region to switch to sprinkler
irrigation systems. The new pipelines and sprinkler irrigation systems
greatly reduced the amount of water previously lost to canal seepage
and inefficient flood irrigation. The new pipelines and sprinkler irri
gation systems, however, could be easily damaged or clogged by debris
and sediment carried in the water. Self-operating, low-maintenance, an
d low-cost pipeline inlet facilities had to be designed to remove sedi
ment and debris from river water prior to its entering each new canal
pipeline. The unique inlet facility designed for the new Tabby Canal p
ipeline has been operating successfully for four years. It was relativ
ely inexpensive to construct, is completely self-operating, and requir
es much less maintenance than mechanical inlet facilities. It has func
tioned so well that there have been no reports of any pipeline or spri
nkler damage from water-carried sediment or debris.