Construction of Linings for Reservoirs, Tanks, and Pollution Control Facilities |
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50 Ft Deep action addition adhesive aging application asphalt bottom built butyl canal cause cement chemical clay coating compacted compound concrete considerable construction continuous cost cover cracks curing damage depends Depth developed earth effect engineer equipment existing fabric facility fact factors failure Feet field FIGURE flexible followed force Gallons heat holding Hypalon important increased installation involved joints later leakage less limited Lining Area lining systems manufacturers material mechanical membrane method Millions mixing natural normally occur operation panels particularly pipe placed plant plastic pollution ponds possible practice pressure prevent problem produced proper properties protection reason reinforced reservoir resistance result rubber sealing seam seepage sheet side slope Slopes from 0:1 soil specifications Square steel strength structures surface TABLE tank technique temperature thickness thin tion underdrain usually utilized Volume walls Wide