Removal Efficiency of Organic Substance in Municipal Sludge by Supercritical Water Oxidation

2013 ◽  
Vol 726-731 ◽  
pp. 1732-1738 ◽  
Author(s):  
Dan Li ◽  
Cong Jun Sun ◽  
Jian Feng Ye

In this study efficiency of organic matter in municipal wastewater sludge treated by supercritical water is investigated. Influences of main reaction parameters, including temperature (380~500°C), pressure (23-30 MPa), residence time (1-10 min), oxidant dose (100%-200%), were evaluated. Orthogonal Array design was applied in order to consider each parameters impact on COD removal. Study results indicate that 97.89% of COD in the sludge sample can be removed in 10min at 500°C, 30MPa and 200% H2O2oxidant excess dose. Temperature, pressure, resident time are main factors to affect the reaction, while oxidant dose has a little effect on removal of COD in municipal wastewater sludge. The conclusion is the organic matter in municipal wastewater sludge can be removed effectively by super critical water oxidation.

1997 ◽  
Vol 30 (5) ◽  
pp. 813-818 ◽  
Author(s):  
Motonobu Goto ◽  
Takatsugu Nada ◽  
Satoshi Kawajiri ◽  
Akio Kodama ◽  
Tsutomu Hirose

2014 ◽  
Vol 1010-1012 ◽  
pp. 220-224 ◽  
Author(s):  
Hong Ma ◽  
Shu Zhong Wang ◽  
Mei Gao ◽  
Sheng Wen

The corrosion behavior of Nickel base alloy was studied in municipal sludge treated by supercritical water oxidation (SCWO). The results showed that the corrosion rate of Nickel-base alloy Inconel600 in the temperature zone under 460°C is smaller, the surface oxide were mainly Cr2O3. The corrosion rate of Nickel-base alloy Inconel625 in the supercritical temperature zone is smaller, it formed more easily protective layers containing element Ni (main containing NiO and Ni (OH)2) and had good heat resistance at higher temperature.


2014 ◽  
Vol 1010-1012 ◽  
pp. 693-698
Author(s):  
Mei Gao ◽  
Shu Zhong Wang ◽  
Hong Ma

Supercritical water oxidation process can effectively degrade the total nitrogen in municipal sludge. In order to obtain the optimum parameters of municipal sludge treated by supercritical water oxidation, this article selected the total nitrogen removal rate as the evaluation value, and used response surface methodology to optimize the parameters of sludge treatment by supercritical water oxidation, the parameters including temperature, pressure, residence time and oxidation coefficient. The results show that the reaction temperature, pressure and residence time exist interaction, and the influence degree of parameters is: pressure > reaction temperature > reaction retention time; The optimum reaction conditions are as follows: reaction temperature 539 °C, pressure 27 MPa, residence time 434 s, and oxidation coefficient 2.16, under these conditions, the total nitrogen decreasing efficiency can reach 74.12%.


Processes ◽  
2021 ◽  
Vol 9 (7) ◽  
pp. 1237
Author(s):  
Fidel A. Mato ◽  
Mar Peña ◽  
Yoana García-Rodríguez ◽  
María-Dolores Bermejo ◽  
Ángel Martín

Biological municipal wastewater treatments lead to high sludge generation and long retention times, and the possibilities for recovery of the energy content of the input waste stream are very limited due to the low operating temperature. As an alternative, we propose a sequence of exclusively physicochemical, non-biological stages that avoid sludge production, while producing high-grade energy outflows favoring recovery, all in shorter times. Ultrafiltration and evaporation units provide a front-end concentration block, while a supercritical water oxidation reactor serves as the main treatment unit. A new approach for energy recovery from the effluent of the reactor is proposed, based on its injection in a gas turbine, which presents advantages over simpler direct utilization methods from operational and efficiency points of view. A process layout and a numerical simulation to assess this proposal have been developed. Results show that the model process, characterized with proven operating parameters, found a range of feasible solutions to the treatment problem with similar energy costs, at a fast speed, without sludge production, while co-generating the municipality’s average electricity consumption.


Author(s):  
Jianna Li ◽  
Shuzhong Wang ◽  
Zhuohang Jiang ◽  
Tiantian Xu ◽  
Dong Wang

1996 ◽  
Author(s):  
Steven F. Rice ◽  
Richard R. Steeper ◽  
Russell G. Hanush ◽  
Jason D. Aiken ◽  
Eric Croiset

1995 ◽  
Author(s):  
Steven F. Rice ◽  
Jefferson W. Tester ◽  
Kenneth Brezinsky

1995 ◽  
Author(s):  
Steven F. Rice ◽  
Jefferson W. Tester ◽  
Kenneth Brezinsky

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