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1-4 of 4
Keywords: ACTIVATED
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Journal Articles
H C WHITEHEAD, F R O SHAUGHNESSY, J D WATSON, J S SCFORD, G B WILLIAMS, IMHOFF, H JACKSON, F C VOKES, H G FURPHY, W C EASTON, A P I COTTERELL, G BRANSBY WILLIAMS, H A ROECHLING, H T CALVERT, MOUNTFORT, FEREDAY, HASSEN
Minutes of the Proceedings of the Institution of Civil Engineers (1932) 233 (1932): 59–92.
Published: 01 January 1932
... by the Authors was the alkalinity. So 68 DISCUSSION ON TREATMENT OF SEWAGE [Minutes of Jwk~on. far ashe had been able to find out, thatwas a matter of the conditions in which the particular microbes were able to live. It was an external condition of their activity thata certain amount of alkalinity should exist...
Journal Articles
F R O SHAUGHNESSY, H P RAIKES, W E ADENEY, J E PURVIS, S R LOWCOCK, H A ROECHLING, H C H SHENTON, E J SILCOCK, H T CALVERT, A P I COTTERELL, J S ALFORD, C H ROBERTS, E V BALSOM, G MCGOWAN
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 131–167.
Published: 01 January 1924
...F R O SHAUGHNESSY; H P RAIKES; W E ADENEY; J E PURVIS; S R LOWCOCK; H A ROECHLING; H C H SHENTON; E J SILCOCK; H T CALVERT; A P I COTTERELL; J S ALFORD; C H ROBERTS; E V BALSOM; G MCGOWAN © Thomas Telford and ICE 1924 AERATION BIOLOGICAL SEWAGE ACTIVATED SLUDGE AIR MECHANICAL...
Journal Articles
W M BLACK, A M BUSWELL, H W CLARK, M GAGE, G O ADAMS, G B KERSHAW, E R MATTHEWS, G C WHIPPLE, A W KIMBALL, G J FOWLER, G W FULLER, T C HATTON, A HONEYSETT, L F MOUNTFORT, E H RICHARDS
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 167–205.
Published: 01 January 1924
... OF HEALTH BIOAERATION BIOLOGICAL AERATION SEWAGE PURIFICATION FILTERS BEDS APPARATUS AIR REQUIREMENTS OXYGEN DEMAND SLUDGE TANKS DESIGN TREATMENT ACTIVATED BUBBLES PUMPS CHEMICAL PROCESS EFFLUENT AGITATION MOISTURE COMPRESSED MIXING ECONOMY SHEFFIELD UK...
Journal Articles
THE BIO-AERATION OF SEWAGE.
Available to Purchase
Minutes of the Proceedings of the Institution of Civil Engineers (1924) 217 (1924): 96–130.
Published: 01 January 1924
..., tank, and finally filtered a t a rate of 3 million gallons per diemperacre-yardT. he filtered effluent, aftera few minutes settlement, was non-putrefactive and almost limpid (17). THE ACTIVATED-SLUDPGREOCESS. None of the experiments thusfar described hadresultedina practicable method of purifying...
