1982 National Conference on Environmental Engineering: Proceedings of the ASCE Environmental Engineering Division, Specialty Conference, Sheraton Ritz Hotel, Minneapolis, Minnesota, July 14-16, 1982 |
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Page 269
... Table IV shows that three of the four inter- actions of the design variables may be significant . The average bacterial contributions represented by the S's and I's of Tables IV , V , and VI are presented in Table VII and typify the ...
... Table IV shows that three of the four inter- actions of the design variables may be significant . The average bacterial contributions represented by the S's and I's of Tables IV , V , and VI are presented in Table VII and typify the ...
Page 539
... Table 13 . COMPARISON OF OPERATING COSTS Estimated operating cost for various alternative disinfection processes are compared in Table 14. These estimates were pre- pared as part of a previous EPA study on wastewater disinfec- tion ...
... Table 13 . COMPARISON OF OPERATING COSTS Estimated operating cost for various alternative disinfection processes are compared in Table 14. These estimates were pre- pared as part of a previous EPA study on wastewater disinfec- tion ...
Page 647
... Table III and IV ) . Carbon monoxide concentrations in one of the seven living spaces exceeded the ASHRAE recommended Indoor Air Quality Standard ( i.e. , 8.2 ppm for 8 hrs . ) ( Table V ) . Sulfur dioxide concen- tration in all of the ...
... Table III and IV ) . Carbon monoxide concentrations in one of the seven living spaces exceeded the ASHRAE recommended Indoor Air Quality Standard ( i.e. , 8.2 ppm for 8 hrs . ) ( Table V ) . Sulfur dioxide concen- tration in all of the ...
Contents
SIMON W FREESE LECTURE | 1 |
Session | 8 |
Energy Conservation Makes Dollars and Sense | 9 |
Copyright | |
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acid activated addition alkalinity alternative analysis applied approach approximately assessment associated average cadmium carbon changes chemical chlorine collected compounds concentration conducted contamination continued conventional cost determine developed discharge disposal distribution effects effluent energy Engineering Environmental equation estimated evaluation existing facilities factors Figure filter filtration flow growth hazardous included increased indicated industry influent lakes less levels lignite limit loading located major mass material measured metals method mg/L monitoring observed operation organic parameters percent performance period phosphorus plant pollutants potential present primary problems procedures production pumped range reduced removal reported risk samples screen shown significant sludge soil solids solution standard surface Table temperature tion toxic treated treatment unit utilized values variability volume waste wastewater