2000
DOI: 10.2175/193864700784607398
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A Novel Sludge Suction Retrofit of the Metropolitan Wastewater Treatment Plant's Final Settling Tanks

Abstract: Brown and Caldwell designed a stationary sludge suction header as part of a retrofit of 3 of 24 rectangular final settling tanks, or clarifiers, for demonstration at the Metropolitan Wastewater Treatment Plant (Metro) in St. Paul, Minnesota. The sludge suction header replaced a cross collector system that contributed to re-suspension of settled solids and the formation of transverse currents. The retrofit was completed in December 1996 at a cost of only $115,000 per clarifier.During the following year, Metro o… Show more

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Cited by 3 publications
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“…• Increase in length of rectangular clarifiers (Narayanan et al, 1997) • Retrofit of mid-length hopper cross-collector to manifold suction header (Wahlberg et al, 2000). • Comparison of shallow rectangular clarifier with deep circular tanks (Stahl and Chen, 1996) • Depth requirement study for high purity oxygen activated sludge clarifiers (Hashman et al, 1997) • Conversion of longitudinal flow rectangular clarifiers to transverse flow (Gross et al, 2003) …”
Section: Case Historiesmentioning
confidence: 99%
“…• Increase in length of rectangular clarifiers (Narayanan et al, 1997) • Retrofit of mid-length hopper cross-collector to manifold suction header (Wahlberg et al, 2000). • Comparison of shallow rectangular clarifier with deep circular tanks (Stahl and Chen, 1996) • Depth requirement study for high purity oxygen activated sludge clarifiers (Hashman et al, 1997) • Conversion of longitudinal flow rectangular clarifiers to transverse flow (Gross et al, 2003) …”
Section: Case Historiesmentioning
confidence: 99%
“…We made use of early versions of the WERF protocols for nitrifier growth rate and sedimentation tank evaluation previously mentioned as well as the systematic approach shown in Figure 4 (e.g. see Garman et al, 1996, Wilson et al, 1999, Wahlberg et al, 2000. The payoff for our client was that they obtained the highest plant rating in terms of the plant's capacity prior to phosphorus removal (and the lowest cost) using the scientific procedures described here in.…”
Section: Figure 2 -Test Apparatus For Two Werf Protocols For Nitrifiementioning
confidence: 99%
“…Here we designed the full-scale test and conducted some stress testing, but routine data collection was done by the utility (Wahlberg et al, 2000). The project showed that remodeling the tanks was worthwhile in terms of removing their solids removal capacity bottleneck and was a critical component in the rerating of the plant to 100 percent of its preexisting capacity after upgrading for biological phosphorus removal.…”
Section: Recommendedmentioning
confidence: 99%