Laserfiche WebLink
<br />N <br />C.' <br />4l:I" <br />C"';, <br /> <br />:\",-" <br />;o.:,"J <br /> <br />'--' <br /> <br />Portions of the interiors of Roller Gate Nos. 1, 2, and 3 were <br />sandblasted and coated with Amercoat 325 coal tar epoxy. <br /> <br />c: <br /> <br />4. All-American Canal Desilting Basins <br /> <br />Operation of the All-American Canal Desilting Basins was normal. The <br />number of basins in operation varies according to the All-American <br />Canal diversion requirements. When the basins were out of operation, <br />they were inspected, and required maintenance work was performed. <br /> <br />The sediment load removed by the basins and returned to the river as <br />sampled by the District is shown on Table Nos. 4 and 5 of this report <br />and amounts to 494,920 tons for the year. The District is continuing <br />its practice of opening and closing the desilting basin bypass gates <br />to the All-American Canal once each week to check operating <br />conditions. This operation sluices a minor quantity of sediment <br />deposited in the channel above the gates into the All-American Canal. <br /> <br />The 10-foot diameter internal gear in clarifier No. 12, basin 3 failed <br />in April 1980 and was replaced in February 1981. The District <br />believes failure was due to unbalanced loading as a result of one arm <br />being about 2 inches higher than the opposite arm. A new spare <br />10-foot diameter internal gear is to be ordered. <br /> <br />Wear of the sludge pipes which carry sediment from the basins to the <br />river continues to be a major maintenance item for the District. In <br />1975 and 1976, the District placed a lining consisting of a 50-50 <br />mixture of sand and cement welded with Sika Latex along the bottom of <br />several of the pipes. Some of this lining has given good service <br />while others have failed because of the lack of bonding of the lining <br />to the steel pipe. Replacement and repair of the lining is being made <br />with a 50-50 mixture of sand and an epoxy compound. <br /> <br />5. All-American Canal and Drains <br /> <br />Flow in the All-American Canal was considerably higher than normal <br />during January 1981 due to upstream release of water greater than <br />diversion requirements, Operation of the check structure at station <br />48+50 was normal all year. During low flow stages the check gates are <br />lowered to control the water elevation in the bypass channels which <br />carry water from the desilting basins to the All-American Canal, The <br />check gates are raised to free flow position during high flow periods. <br /> <br />Maintenance activities on the All-American Canal returned to a routine <br />nature and the canal is considered to be in excellent condition. <br />Maintenance of drains was also of a routine nature during the year. <br />and the drains are in excellent condition. <br /> <br />The annual centerline profile of the All-American Canal completed in <br />December, shows the canal to be in good condition. Sediment deposits <br />have raised the bottom elevation of the All-American Canal, but not <br />enough to cause operational problems. <br /> <br />8 <br />