Contents & References of Feasibility of wastewater treatment in collection networks
List:
Chapter 1 1
Introduction 1
1-1 Introduction. 2
1-2 The importance of research. 2
1-3 Necessity of research. 4
1-4 research assumptions. 5
1-5 research objectives. 6
1-6 thesis structure. 6
Chapter 2: Overview of sources 8
2-1 Introduction. 9
2-2 History and importance of wastewater treatment. 9
2-3 The importance of wastewater collection. 10
2-4 sewage collection networks. 10
2-4-1 Construction history. 10
2-5 types of sewage. 12
2-5-1 Domestic sewage. 12
2-5-2 industrial wastewater. 12
2-5-3 surface sewage. 13
2-6 Wastewater collection networks and their types. 13
2-6-1 sanitary sewer networks. 14
2-6-2 Surface water collection networks. 15
2-6-3 composite collection networks. 15
2-6-4 Alternative collection networks. 16
2-6-4-1 Small diameter gravity collection networks. 16
2-6-5 types of methods used to investigate the processes of the wastewater collection network 17
2-6-5-1 Laboratory analyzes in small reactors. 17
2-6-5-2 Laboratory pilot projects. 19
2-6-5-3 Field studies. 19
2-7 Quality changes of wastewater during transfer. 20
2-7-1 wastewater treatment in the vicinity of aerobic bacteria. 21
2-7-1-2 Types of reactions of gravity collection networks under aerobic conditions. 21
2-7-2 decomposition of wastewater organic matter under anaerobic conditions. 22
2-7-2-1 How to form H2S gas in sewage. 22
2-7-2-2 effective factors in the production of hydrogen sulfide gas. 23
2-7-3 Preventing the spread of anaerobic conditions in conventional wastewater collection networks 25
2-7-4 The effect of oxygen in controlling anaerobic conditions. 25
2-8 The effect of nitrate in controlling anaerobic conditions. 26
2-9 characteristics of the collection network affecting biological transformations. 27
2-10 factors affecting the rate of wastewater treatment in wastewater collection networks. 30
2-10-1 F/M ratio. 30
2-10-2 hydraulic retention time. 31
2-10-3 Diameter of sewage collection networks. 31
2-11 Using collection networks as pre-treatment facilities. 31
2-12 Methods of evaluating the changes in the quality of wastewater during transfer in collection networks 33
2-12-1 Removal of COD, BOD and DOC in wastewater collection networks. 34
2-12-2 Removal of suspended particles and dissolved organic matter in wastewater collection networks. 38
2-12-3 Removal of dissolved oxygen in wastewater collection networks. 40
2-12-4 Nitrate removal in sewage collection networks. 40
2-13 Adding biofilm to the inner wall of sewers 42
2-14 Removal models in sewage collection networks. 44
2-14-2 air transport 44
2-14-3 growth of heterotrophic biomass. 45
2-14-3-1 Growth of suspended biomass. 45
2-14-3-2 Energy required to maintain suspended biomass. 45
2-14-3-3 biofilm growth. 46
2-14-4 hydrolysis. 46
2-14-4-2 Matrix of reactions 47
2-15 Conclusion of the conducted studies. 49
Chapter 3: Research method 50
3-1 Introduction. 51
2-3 studies of sewage collection networks. 51
3-3 details of pilot construction. 51
3-3-1 Choosing the right method for making a pilot. 51
3-3-2 Choosing the conditions governing the removal processes in the collection network. 52
3-4 hydraulic relationships used. 52
3-4-1 Continuity relationship. 52
3-4-2 flow relation. 53
3-4-2-1 Manning-Strickler empirical relationship. 53
3-5 Simulation of conventional networks of small diameter sewage collection. 54
3-5-1 How to increase MLSS in pilot. 54
3-6 Making a laboratory pilot. 55
3-6-2 Selection of materials. 56
3-6-2-1 Diameter and type of pipes 56
3-6-2-2 Pumps 58
3-6-2-3 Diffuser. 60
3-6-2-4 storage tanks. 61
3-6-2-5 ramp. 61
3-6-2-6 nets 62
3-6-2-7 artificial sewage. 63
3-6-2-8 activated sludge. 64
3-7 Building a laboratory pilot. 64
3-8 Setting up a laboratory pilot. 65
3-8-1 Calculation of flow rate. 66
3-8-2 Measurement of biofilm growth. 66
3-8-3 biofilm activity level. 67
3-9 Experiments 67
3-9-1 Suspended substances.67
3-9-1-1 Determination of total suspended solids dried at 103 to 105 °C 68
3-9-2 Determination of total dissolved solids dried at 180 °C. 69
3-9-2-1 Devices and devices. 70
3-9-2-2 Test method. 70
3-9-3 Determination of fixed and volatile solids burned at 550 degrees Celsius 71
3-9-3-1 Devices 71
3-9-3-2 Test method. 71
3-9-4 Tests related to the removal of organic substances from wastewater. 72
3-9-4-1 BOD5 test 72
3-9-4-2 COD test. 72
3-9-4-3 COD measurement by titration method. 73
3-9-4-4 COD measurement by spectrophotometric method. 74
3-9-4-5 Dissolved oxygen measurement test. 75
3-9-4-6 measurement of ammonia nitrogen. 75
3-9-4-7 measurement of nitrate nitrogen. 75
3-9-4-8 Measuring wastewater temperature. 76
3-9-4-9 pH measurement. 76
Chapter 4: Results and their interpretation 77
4-1 Introduction. 78
4-2 The performance of nets for additional growth. 78
4-3 Investigating the effect of increasing the roughness on the flow velocity. 79
4-3-1 The roughness of the flow in the initial state (before adding the net) 79
4-3-2 The roughness of the pipes after adding the net. 80
4-4 Biofilm formation on mesh plastic. 80
4-4-1 Measuring the thickness of the formed biofilm. 80
4-4-2 The structure of the formed biofilm. 82
4-5 oxygen consumption rate. 83
4-6 Removal of organic matter. 84
4-6-1 COD concentration changes. 84
4-6-1-1 COD test after one week from the start time. 84
4-6-1-2 COD test after two weeks from the start time. 85
4-6-1-3 COD test after three weeks from the start time. 85
4-6-2 BOD5 concentration changes during the pilot period. 87
4-6-2-1 BOD5 changes at the speed of 0.15 and 0.25 m/s 87
4-6-3 BOD5 and COD test at the speed of 0.75 m/s. 88
4-6-4 removal of nitrogen compounds. 89
4-6-4-2 total nitrogen. 91
4-6-4-3 concentration of N-NH3 and N-NO3 91
4-6-4-4 suspended matter. 92
Chapter 5 94
Summary and suggestions 94
Chapter 5: 95
5-1 Conclusion. 95
5-1-1 suggestions. 96
References 97
Source:
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