Dynamic Modelling of an ASP Sewage Works – A Case Study

Stokes, L.; Takács, Imre; Watson, Ben; Watts, J. B.

doi:10.2166/wst.1993.0655

Cited by 20 publications

(14 citation statements)

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“…An adequate modelling process including model calibration is a key issue for successful application of these models in practice. Henze et al 1987;Lesouef et al 1992;Pedersen and Sinkjaer 1992;Siegrist and Tschui 1992;Stokes et al 1993;USEPA 1993;de la Sota et al 1994;Dupont and Sinkjaer 1994;Xu and Hultman 1996;Kristensen et al 1998). However, the calibration of a site-specific model does not always receive the same level of scrutiny as does model development (Melcer 1999).…”

Section: Approaches To a Systematic Organization Of The Simulation Studymentioning

confidence: 99%

“…Design (1) and operating (2) data are always needed for a model calibration. Pedersen and Sinkjaer 1992;Stokes et al 1993;Dupont and Sinkjaer 1994;Xu and Hultman 1996;Kristensen et al 1998;Makinia and Wells, 2000). The settling characteristics (4) can be characterized via online or laboratory scale settling tests.…”

Section: Approaches To a Systematic Organization Of The Simulation Studymentioning

confidence: 99%

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Mathematical Modelling and Computer Simulation of Activated Sludge Systems

Mąkinia¹

2010

wio

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Section: Approaches To a Systematic Organization Of The Simulation Studymentioning

confidence: 99%

Section: Approaches To a Systematic Organization Of The Simulation Studymentioning

confidence: 99%

Mathematical Modelling and Computer Simulation of Activated Sludge Systems

Mąkinia¹

2010

wio

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“…A major tool required for proper process control is frequent and accurate sampling and laboratory analysis [9,10].…”

Section: Introductionmentioning

confidence: 99%

Evaluation of Wastewater Treatment Plants in El-Gharbia Governorate, Egypt

Ramadan¹,

Abdel‐Rahman²,

Abdullah³

et al. 2017

Organic Chem Curr Res

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The present study has been undertaken to evaluate performance efficiency of wastewater treatment plants in El-Gharbia governorate in Egypt. The wastewater treatment plants using different biological treatment techniques (conventional activated sludge, oxidation ditch, extended aeration, rotating biological contactors and aerated lagoons processes). Wastewater samples were collected from both influent and effluent of each plant and the wastewater quality were determined at central laboratory of Garbyia Water Co. The performance of each plant was estimated based on the treated wastewater quality data. Correlations between influent and effluent TSS, COD and BOD5 were developed. Kotour WWTP operates with the oxidation ditch technology exhibits the highest performance efficiency, while Tanta WWTP operates with conventional activated sludge technology exhibits the lowest one. The results show that, all collected samples from Tanta, and El Mehala El Kobra WWTPs were exceeding the Egyptian Permissible limits (COD: 80 mg/l) while the samples collected from Mehalet Marhom, Mehalet Menof, Kotour, El Santa, Shernak and Zefta were complying the Egyptian regulations.

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“…to evaluate the effect of industrial effluent on the performance of the treatment plant) required that the model be specifically adapted to conditions prevailing at the WWTP. The set of information which needs to be collected for successful modelling is summarised from different sources (Henze et al, 1987;Lesouef et al, 1992;Pedersen and Sinkjaer, 1992;Stokes et al, 1993) in Table 3.…”

Section: Modelling Informationmentioning

confidence: 99%

Simulation of a wastewater treatment plant receiving industrial effluents

Mhlanga¹,

Brouckaert²,

Foxon³

et al. 2009

WSA

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A process model simulating the Mariannridge Wastewater Treatment Plant, located in the eThekwini Municipality, has been developed in the WEST (Worldwide Engine for Simulation, Training and Automation) modelling environment, based on the IWA Activated Sludge Model No. 3 (ASM3). The treatment plant receives a high proportion of industrial effluents. The development of the model involves the characterisation of the influent wastewater and determining model parameters (kinetic and stoichiometric coefficients) by undertaking batch respirometric tests on the wastewater and activated sludge, flocculation filtration and simulation of the batch respirometric experiment. To account for equipment-specific factors, the simulation model was calibrated against plant data covering a year's operation.The model is intended to be used as part of a system to evaluate the ability of a receiving wastewater treatment works to adequately treat a particular industrial effluent before granting a permit for it to be discharged to sewer.

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Dynamic Modelling of an ASP Sewage Works – A Case Study

Cited by 20 publications

References 0 publications

Mathematical Modelling and Computer Simulation of Activated Sludge Systems

Mathematical Modelling and Computer Simulation of Activated Sludge Systems

Evaluation of Wastewater Treatment Plants in El-Gharbia Governorate, Egypt

Simulation of a wastewater treatment plant receiving industrial effluents

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