解答如下:
根据《地处规》8.2.3条、8.3.3条:
M=100g/L,G3=1000M/P=1000×100/82%=122×103g
V=αβπγ2 (l+γ)n
=0.65×1.1×3.14×0.42×(12+0.4)×0.56=2.49m3
每孔需固体烧碱量为:
m=GsV=122×103×2.49=303.78×103g=303.78kg