Selection, Installation, Startup and Testing of the World's First Full-Scale CoMag Phosphorus Reduction Tertiary Treatment System

2008 ◽  
Vol 2008 (13) ◽  
pp. 3602-3621
Author(s):  
Elena Proakis Ellis ◽  
Alan H. Cathcart
1992 ◽  
Vol 26 (9-11) ◽  
pp. 2109-2112
Author(s):  
J. G. Cleary ◽  
T. J. Boehm ◽  
R. J. Geary

Schoeller Technical Papers, Inc. (Schoeller), which manufactures photographic and other specialty papers, is located in Pulaski, New York. The wastewater treatment system consists of a primary clarifier and two settling lagoons. Secondary treatment using a biotower was proposed to meet the new New York State Pollutant Discharge Elimination System (SPDES) discharge limits for BOD and TSS. The effluent from each basin is discharged directly to the Salmon River, at an approximate average flow of 1.6 million gallons/day (mgd). A biotower pilot study was performed to evaluate the suitability of a biotower treatment process for treating the total effluent from Schoeller's facility. The pilot study was used to select the media for the full-scale biotower and to confirm the design loading for the full-scale biotower, which proceeded in parallel with the pilot study due to the schedule constraints. Two pilot systems were operated to compare a conventional cross-flow and vertical media. Test data were collected to evaluate the performance of each pilot treatment system at a range of loading conditions and to develop the design loading information for the full-scale plant. The pilot units were operated for a period of 10 months. BOD concentrations to the pilot units averaged 58 mg/l with a peak of 210 mg/l. Approximately 80% of the BOD was soluble. BOD loadings averaged 21 lb BOD/day/1,000 cubic feet with a peak of 77 lb BOD/day/1,000 cubic feet. Both pilot units achieved excellent BOD removals exceeding 75%, with average effluent soluble BOD concentration less than 10 mg/l and average effluent TSS concentrations of 12 mg/l. The two media achieved comparable performance throughout most of the pilot study.


2021 ◽  
pp. 117763
Author(s):  
Yuchun Yang ◽  
Mohammad Azari ◽  
Craig W. Herbold ◽  
Meng Li ◽  
Huaihai Chen ◽  
...  

2019 ◽  
Vol 132 ◽  
pp. 105-115 ◽  
Author(s):  
Maria Cristina Collivignarelli ◽  
Marco Carnevale Miino ◽  
Marco Baldi ◽  
Sabrina Manzi ◽  
Alessandro Abbà ◽  
...  

Author(s):  
Ronald L. Vaughan ◽  
Brian E. Reed ◽  
Michael C. Malak ◽  
David A. Masciola ◽  
Gary W. Roark

2016 ◽  
Vol 122 (6) ◽  
pp. 708-715 ◽  
Author(s):  
Hoang T.N. Dao ◽  
Kyohei Kuroda ◽  
Nozomi Nakahara ◽  
Tsuyoshi Danshita ◽  
Masashi Hatamoto ◽  
...  

2010 ◽  
Vol 113-116 ◽  
pp. 1189-1194
Author(s):  
Yong Ming Wu ◽  
Jin Bao Wan ◽  
Ji Hai Xiong ◽  
Shun Fa Wang ◽  
Ping Gu

A full-scale integrated system of the IOC-SBBR and CWs for the biological treatment of livestock wastewater was carried out in this study, the combined IOC-SBBR process had the removal rates of COD, NH4+-N, TN reached 96.5%, 89% and 81.1%, respectively. CWs were used for the further tertiary treatment of livestock wastewater, which the average removal rate of the NH4+-N and TN was 61.3% and 60.2%, the overall integrated system was superior to the direct anaerobic or aerobic process for the treatment of large-scale livestock wastewater, would provide the valuable design and operation for the livestock wastewater treatment plants.


2004 ◽  
Vol 25 (5) ◽  
pp. 565-576 ◽  
Author(s):  
L. Travieso ◽  
E. Sánchez ◽  
R. Borja ◽  
F. Benítez ◽  
F. León ◽  
...  

2016 ◽  
Vol 7 (1) ◽  
Author(s):  
Daan R. Speth ◽  
Michiel H. in ’t Zandt ◽  
Simon Guerrero-Cruz ◽  
Bas E. Dutilh ◽  
Mike S. M. Jetten

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