Fate of secondary effluent flow through porous media. Amir Ali Khan Civil Engineering March 1997 Abstract Waste water recharge is one of the most promising techniques currently available to reclaim treated wastewaters. It can play an important part in increasing the use of municipal waste waters in the Kingdom. However, given the vast number of uncertainties involved in field scale wastewater recharge projects, there exists a great need to precede such projects by laboratory studies. This laboratory investigation was conducted, to compare the effect of chlorinated and unchlorinated effluents on clogging time, and to establish a conservative estimate of the contaminant removals that can be obtained by the recharge of local effluents through a sand dune. For the latter, the study was conducted under conditions that minimised the removal of pollutants i.e. under saturated flow conditions and high effective velocity. In particular the development of anoxic conditions was studied. In addition the flow of secondary effluent through a sand column of dune sand was simulated using a solute transport model, BIOID. The results of the simulation were compared with the results generated from the laboratory investigation. The wastewater used was obtained from the North SAUDI ARAMCO wastewater treatment plant. Results show that the head loss development rate was greater when using unchlorinated effluent then that with chlorinated effluent. There was also an early development of anoxic conditions with unchlorinated effluent. In the sand column study, with chlorinated influent, the product water turbidity was consistently below 0.5 NTU and the DO remained well within the aerobic range. With regard topollutant removals the average removals of SS, BOD, COD, TOC, were over 43%, 65%, 65% and 55%, respectively. The average removal of microbial indicator organisms; - Total coliforms (TC) and coliphage, were over 85% and 66% respectively. The deterioration in the sand quality was slight. The carbon content and the cation exchange capacity showed an increase but this was restricted to the upper 50 cm of the column. The computer program BIOID was successfully used to simulate the fate of TC, coliphage, and chloride in the sand column. The results indicate that the model under predicted TOC concentrations.
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Fate of secondary effluent flow through porous media. Amir Ali Khan
Civil Engineering
March 1997
Abstract
Waste water recharge is one of the most promising techniques currently available to reclaim treated wastewaters. It can play an important part in increasing the use of municipal waste waters in the Kingdom. However, given the vast number of uncertainties involved in field scale wastewater recharge projects, there exists a great need to precede such projects by laboratory studies. This laboratory investigation was conducted, to compare the effect of chlorinated and unchlorinated effluents on clogging time, and to establish a conservative estimate of the contaminant removals that can be obtained by the recharge of local effluents through a sand dune. For the latter, the study was conducted under conditions that minimised the removal of pollutants i.e. under saturated flow conditions and high effective velocity. In particular the development of anoxic conditions was studied. In addition the flow of secondary effluent through a sand column of dune sand was simulated using a solute transport model, BIOID. The results of the simulation were compared with the results generated from the laboratory investigation. The wastewater used was obtained from the North SAUDI ARAMCO wastewater treatment plant.
Results show that the head loss development rate was greater when using unchlorinated effluent then that with chlorinated effluent. There was also an early development of anoxic conditions with unchlorinated effluent. In the sand column study, with chlorinated influent, the product water turbidity was consistently below 0.5 NTU and the DO remained well within the aerobic range. With regard topollutant removals the average removals of SS, BOD, COD, TOC, were over 43%, 65%, 65% and 55%, respectively. The average removal of microbial indicator organisms; - Total coliforms (TC) and coliphage, were over 85% and 66% respectively. The deterioration in the sand quality was slight. The carbon content and the cation exchange capacity showed an increase but this was restricted to the upper 50 cm of the column. The computer program BIOID was successfully used to simulate the fate of TC, coliphage, and chloride in the sand column. The results indicate that the model under predicted TOC concentrations.
Fate of Secondary Effluent Flow Through Porous Media
by
Amir Ali Khan
A Thesis Presented to the
FACULTY OF THE COLLEGE OF GRADUATE STUDIES
KING FAHD UNIVERSITY OF PETROLEUM & MINERALS
DHAHRAN, SAUDI ARABIA
In Partial Fulfillment of the Requirements for the Degree of
MASTER OF SCIENCE
In
CIVIL ENGINEERING
March, 1997
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