PPT-Removal of Excess Gaseous and Aqueous Sulfide from Vertical Flow Bioreactor Effluent Using

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Robert W Nairn David L Boren Distinguished Professor Viersen Presidential Professor Taylor Wall Graduate Research Assistant ProblemsChallenges System Design Conclusions

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Removal of Excess Gaseous and Aqueous Sulfide from Vertical Flow Bioreactor Effluent Using: Transcript


Robert W Nairn David L Boren Distinguished Professor Viersen Presidential Professor Taylor Wall Graduate Research Assistant ProblemsChallenges System Design Conclusions System Performance . Bioreactor configurations. Bioreactor operation modes. Practical considerations for bioreactor design. Outline of Lecture. Bioreactor:. device, usually a vessel, used to direct the activity of a biological catalyst to achieve a desired chemical transformation.. Chemistry. What is qualitative analysis. Qualitative analysis is used to determine the chemical composition of an unknown substance. Below is a list of some simple tests used to determine the presence of numerous anions and . GROUP MEMBERS:. Ajit. Singh Patel. Kuldeep. Singh. Reyad. . Ranjon. Roy. BACKGROUND AND OBJECTIVE. :. BACKGROUND:. Sources of arsenic. Why is its removal necessary?. Methods for removal. OBJECTIVE. G. as . OSHA 1910.1000. ANSI Z390.1-2006. RRC Rule 36. Copyright 2006. Training . Goals . for Year . 2010 !!!!!!. . Development . of knowledgeable and competent employees who may be exposed to a sudden release of Hydrogen Sulfide gas.. TESTING FOR CATIONS. Calcium (Ca. 2+. ) . Test with aqueous . sodium hydroxide. White ppt. insoluble in excess. Test with . aqueous ammonia. No ppt. or very slight white ppt.. Calcium ions: . Ca. 2+. P. erformance of . U. nglazed . T. ranspired . S. olar . C. ollector for . A. ir . H. eating. Hoy-Yen Chan. Supervisors: Prof. . Saffa. . Riffat. and Dr. . Jie. Zhu. Department of Architecture and Built Environment. Oxygen is needed for _______________. Oxygen is needed for . cellular respiration.. What is the difference between breathing and gaseous exchange? . Discuss with a peer. 1 and . half minutes. After respiration the oxygen gas . ZEOLITE ANAMMOX . DE-AMMONIFICATION . PROCESS. Robert Collison PhD PE. rob.collison@ymail.com. 707 452 1088. Zeolite-anammox.com. INTRODUCTION. What is special about zeolite-anammox?. Combines advantages of zeolite and anammox.. G. as . OSHA 1910.1000. ANSI Z390.1-2006. RRC Rule 36. Copyright 2006. Training . Goals . for Year . 2010 !!!!!!. . Development . of knowledgeable and competent employees who may be exposed to a sudden release of Hydrogen Sulfide gas.. What is a Bioreactor?. Vessels or containers designed to support the optimal growth and metabolic activity of cells producing a product of interest. Can be classified in several ways including:. Type of mixing . The Volume 6 Issue 3 Pages PP 66-74 2017 ISSN e2319 1813ISSN p2319 1805DOI 109790/1813-0603016674wwwtheijescom Page 66Non-woven fabric filters V. . Peskov. CERN. Topics to be covered:. History of detectors of photons and charged particles. Main designs of gaseous detectors. Characteristics and physics of operation. Applications. Modern detectors of photons and charged particles can be classified into four main categories: vacuum, gaseous, liquid and solid–state.. Two common design of primary clarifier, rectangular and circular.. Efficiently designed and operated primary sedimentation tank should remove from 50 -70 % of suspended solids and from 25 – 40% of BOD. . Chapter 2C : Type of Treatment System . Geremew. . Sahilu. (PhD)/ Abstracted from Dr. . Agizew’s. Presentation for . MoWIE. Training. Goals of Wastewater Treatment. Wastewater is 99-99.9% water and 0.1-1% solids. The main task in treating the wastewater is simply to remove the solids..

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