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Page 363
I. Runs Made to Determine the Effect of Environmental Chloride Content : Run 1 10,000 ppm C1 30 days , slurry pH 6.5 at 52 to 57 ° C , 2 50,000 ppm cl , 19 days , slurry pH 6.5 at 52 to 57 ° C 3 50,000 ppm ci , 30 days , slurry pH 6.5 ...
I. Runs Made to Determine the Effect of Environmental Chloride Content : Run 1 10,000 ppm C1 30 days , slurry pH 6.5 at 52 to 57 ° C , 2 50,000 ppm cl , 19 days , slurry pH 6.5 at 52 to 57 ° C 3 50,000 ppm ci , 30 days , slurry pH 6.5 ...
Page 373
As seen in Tables 5 and 6 , alloy C - 276 was only tested in runs 2 and 3 in Zone B and in run 4 in Zone F. In these cases , alloy C - 276 exhibited excellent corrosion resistance . As seen in Figure 4 , except for alloy 304 , the least ...
As seen in Tables 5 and 6 , alloy C - 276 was only tested in runs 2 and 3 in Zone B and in run 4 in Zone F. In these cases , alloy C - 276 exhibited excellent corrosion resistance . As seen in Figure 4 , except for alloy 304 , the least ...
Page 375
Corrosion Rate ( mpy ) * Run 5 Maximum Bold Surface Pit Depth ( mils ) Run 5 1 Maximum Crevice Pit Depth ( mils ) ... 1 < 1 52 8 Note : Runs 5 to 7 varied the absorber slurry fluoride from 0 ppm ( Run 5 ) to 300 ppm ( Runs 6 and 7 ) in a ...
Corrosion Rate ( mpy ) * Run 5 Maximum Bold Surface Pit Depth ( mils ) Run 5 1 Maximum Crevice Pit Depth ( mils ) ... 1 < 1 52 8 Note : Runs 5 to 7 varied the absorber slurry fluoride from 0 ppm ( Run 5 ) to 300 ppm ( Runs 6 and 7 ) in a ...
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