A dual response organogel system based on an iridium complex and a Eu(iii) hybrid for volatile acid and organic amine vapors

Soft Matter ◽  
2017 ◽  
Vol 13 (20) ◽  
pp. 3802-3811 ◽  
Author(s):  
Xinhua Cao ◽  
Na Zhao ◽  
Guodong Zou ◽  
Aiping Gao ◽  
Qianqian Ding ◽  
...  
2019 ◽  
Vol 7 (1) ◽  
pp. 133-142 ◽  
Author(s):  
Xinhua Cao ◽  
Qianqian Ding ◽  
Yiran Li ◽  
Aiping Gao ◽  
Xueping Chang

A new gelator was designed and synthesized which could detect volatile acid and organic amine in multi-channel.


2018 ◽  
Vol 42 (8) ◽  
pp. 6305-6314 ◽  
Author(s):  
Xinhua Cao ◽  
Qianqian Ding ◽  
Aiping Gao ◽  
Yiran Li ◽  
Xueping Chang ◽  
...  

A new gelator 1, containing a quinoline group, was designed, synthesized, and fully characterized.


2015 ◽  
Vol 21 (48) ◽  
pp. 17508-17515 ◽  
Author(s):  
Pengchong Xue ◽  
Boqi Yao ◽  
Panpan Wang ◽  
Peng Gong ◽  
Zhenqi Zhang ◽  
...  

1985 ◽  
Vol 17 (6-7) ◽  
pp. 929-940 ◽  
Author(s):  
C. W. Bryant ◽  
L. G. Rich

The objective of this research was to develop and validate a predictive model of the benthal stabilization of organic carbon and nitrogen in deposits of waste activated sludge solids formed at the bottom of an aerated water column, under conditions of continual deposition. A benthal model was developed from a one-dimensional, generalized transport equation and a set of first-order biological reactions. For model verification, depth profiles of the major interstitial carbon and nitrogen components were measured from a set of deposits formed in the laboratory at 20°C and a controlled loading rate. The observed sequence of volatile acid utilization in each benthal deposit was that which would be predicted by the Gibbs free energies of the individual degradation reactions and would be controlled by the reduction in interstitial hydrogen partial pressure with time. Biodegradable solids were solubilized rapidly during the first three weeks of benthal retention, but subsequent solubilization occurred much more slowly. The benthal simulation effectively predicted the dynamics of consolidating, organic deposits. Simulation of organic loading rates up to 250 g BVSS/(m2 day) indicated that the stabilization capacity of benthal deposits was far above the range of organic loading rates currently used in lagoon design.


1986 ◽  
Vol 18 (7-8) ◽  
pp. 239-248 ◽  
Author(s):  
Sung Ryong Ha ◽  
Dwang Ho Lee ◽  
Sang Eun Lee

Laboratory scale experiments were conducted to develop a mathematical model for the anaerobic digestion of a mixture of night soil and septic tank sludge. The optimum mixing ratio by volume between night soil and septic tank sludge was found to be 7:3. Due to the high solids content in the influent waste, mixed-liquor volatile suspended solids (MLVSS) was not considered to be a proper parameter for biomass concentration, therefore, the active biomass concentration was estimated based on deoxyribonucleic acid (DNA) concentration in the reactor. The weight ratio between acidogenic bacteria and methanogenic bacteria in the mixed culture of a well-operated anaerobic digester was approximately 3:2. The proposed model indicates that the amount of volatile acid produced and the gas production rate can be expressed as a function of hydraulic residence time (HRT). The kinetic constants of the two phases of the anaerobic digestion process were determined, and a computer was used to simulate results using the proposed model for the various operating parameters, such as BOD5 and volatile acid concentrations in effluent, biomass concentrations and gas production rates. These were consistent with the experimental data.


2008 ◽  
Vol 8 (3-4) ◽  
pp. 490-493 ◽  
Author(s):  
Hui Wang ◽  
Jeong-Tak Ryu ◽  
Minhyeon Song ◽  
Younghwan Kwon

Author(s):  
Genki Toyooka ◽  
Toshiki Tanaka ◽  
Kenji Kitayama ◽  
Naoko Kobayashi ◽  
Takashi Watanabe ◽  
...  

A new and simple method for hydrogen production from cellulose using an iridium catalyst and an ionic liquid under mild conditions was developed.


2021 ◽  
pp. 107437
Author(s):  
Guodong Wang ◽  
Mengying Shao ◽  
Qingan Cui ◽  
Shanshan Lv ◽  
Zhen He ◽  
...  

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