Author:
Publisher:
ISBN:
Category : Sewage disposal
Languages : en
Pages :
Book Description
Henrico County, Virginia Wastewater Treatment Facilities
Author:
Publisher:
ISBN:
Category : Sewage disposal
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Sewage disposal
Languages : en
Pages :
Book Description
Henrico County Wastewater Facilities
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 26
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 26
Book Description
Henrico County, Virginia Wastewater Treatment Facilities
Author:
Publisher:
ISBN:
Category : Environmental impact analysis
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Environmental impact analysis
Languages : en
Pages :
Book Description
Henrico County, Virginia Wastewater Treatment Facilities
Author: United States. Environmental Protection Agency. Region III.
Publisher:
ISBN:
Category : Sewage
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Sewage
Languages : en
Pages :
Book Description
Preliminary Case Report for the Henrico County, Virginia Wastewater Treatment Facilities
Author: United States. Environmental Protection Agency. Region III.
Publisher:
ISBN:
Category : Environmental impact analysis
Languages : en
Pages : 42
Book Description
Publisher:
ISBN:
Category : Environmental impact analysis
Languages : en
Pages : 42
Book Description
Henrico County Wastewater Facilities
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 198
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 198
Book Description
Wastewater Treatment Facilities for the Town of Ashland and Hanover County
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 372
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 372
Book Description
Archaeological Monitoring of the "A-5" Treatment Plant Outfall Pipeline of Henrico Regional Wastewater Treatment System, Henrico County, Virginia
Author: Douglas C. McLearen
Publisher:
ISBN:
Category : Excavations (Archaeology)
Languages : en
Pages : 48
Book Description
Publisher:
ISBN:
Category : Excavations (Archaeology)
Languages : en
Pages : 48
Book Description
Federal Register
Author:
Publisher:
ISBN:
Category : Delegated legislation
Languages : en
Pages : 1692
Book Description
Publisher:
ISBN:
Category : Delegated legislation
Languages : en
Pages : 1692
Book Description
Use of Enhanced Biological Phosphorus Removal for Treating Nutrient-Deficient Wastewater
Author: W. F. Harper Jr
Publisher: IWA Publishing
ISBN: 1843396858
Category : Science
Languages : en
Pages : 132
Book Description
Anaerobic/aerobic (AnA) and completely aerobic (CA) laboratory-scale sequencing batch reactors operating on an acetate- and casamino acids-based synthetic wastewater were used to investigate the suitability of the AnA process for treating nutrient?deficient wastewaters in plants that have stringent effluent nutrient requirements. Of particular interest is the case where phosphorus (P)-deficient wastewaters with highly variable influent COD loading are being treated to meet both effluent TSS and P limits. At a 4 d mean cell residence time, AnA activated sludge had an approx. 20% lower P requirement than CA activated sludge. The difference between the end-of-aerobic cycle polyhydroxyalkanoate and carbohydrate contents of the sludges indicated that the AnAsludge used more influent carbon than the CA sludge for synthesis of non-P-containing storage products. The nitrogen requirements of AnA sludge were similar to those of the CA sludge. The AnA and CA SBRs were subjected to three different transient influent COD loading patterns that simulated (#1) daily COD Loading fluctuations, (#2) low weekend COD loading, and (#3) extended low COD loading periods. During the Loading Pattern #1 experiment, the average effluent soluble P concentrations for the AnA and CA SBRs were 0.4 and 1.0 mgP/L respectively, and complete removal of influent acetate was observed. During the Loading Pattern #2 experiment, the average effluent soluble P concentrations for the AnA and CA SBRs were 0.3 and 0.9 mgP/L respectively, but effluent acetate was detected during the first high COD loading cycle following the low weekend COD loading period. During the Loading Pattern #3 experiment, the VSS content of both reactors dropped sharply, effluent acetate breakthrough occurred, and effluent P concentrations exceeding 1 mgP/L were detected in both the AnA and CA SBRs. Based on these findings, the AnA process has potential as a technologically and economically superior alternative for wastewater treatment plants treating P-deficient wastewasters to meet stringent effluent TSS and P limits. This publication can also be purchased and downloaded via Pay Per View on Water Intelligence Online - click on the Pay Per View icon below
Publisher: IWA Publishing
ISBN: 1843396858
Category : Science
Languages : en
Pages : 132
Book Description
Anaerobic/aerobic (AnA) and completely aerobic (CA) laboratory-scale sequencing batch reactors operating on an acetate- and casamino acids-based synthetic wastewater were used to investigate the suitability of the AnA process for treating nutrient?deficient wastewaters in plants that have stringent effluent nutrient requirements. Of particular interest is the case where phosphorus (P)-deficient wastewaters with highly variable influent COD loading are being treated to meet both effluent TSS and P limits. At a 4 d mean cell residence time, AnA activated sludge had an approx. 20% lower P requirement than CA activated sludge. The difference between the end-of-aerobic cycle polyhydroxyalkanoate and carbohydrate contents of the sludges indicated that the AnAsludge used more influent carbon than the CA sludge for synthesis of non-P-containing storage products. The nitrogen requirements of AnA sludge were similar to those of the CA sludge. The AnA and CA SBRs were subjected to three different transient influent COD loading patterns that simulated (#1) daily COD Loading fluctuations, (#2) low weekend COD loading, and (#3) extended low COD loading periods. During the Loading Pattern #1 experiment, the average effluent soluble P concentrations for the AnA and CA SBRs were 0.4 and 1.0 mgP/L respectively, and complete removal of influent acetate was observed. During the Loading Pattern #2 experiment, the average effluent soluble P concentrations for the AnA and CA SBRs were 0.3 and 0.9 mgP/L respectively, but effluent acetate was detected during the first high COD loading cycle following the low weekend COD loading period. During the Loading Pattern #3 experiment, the VSS content of both reactors dropped sharply, effluent acetate breakthrough occurred, and effluent P concentrations exceeding 1 mgP/L were detected in both the AnA and CA SBRs. Based on these findings, the AnA process has potential as a technologically and economically superior alternative for wastewater treatment plants treating P-deficient wastewasters to meet stringent effluent TSS and P limits. This publication can also be purchased and downloaded via Pay Per View on Water Intelligence Online - click on the Pay Per View icon below