تعامل طراحی و بهره‌برداری در تصفیه‌خانه‌های بزرگ: مجموعه مقالات کارگاه وین ۲۰۱۷
Design—Operation Interactions at Large Treatment Plants: Proceedings of a Workshop Held in Vienna 2017

1. Front Cover

2. Design—Operation Interactions at Large Treatment Plants

3. Copyright

4. CHAPTER 1. WASTEWATER TREATMENT WORKS PLANNING, ECONOMICS AND TECHNOLOGY- SOME NEW DIRECTIONS

5. CHAPTER 2. DESIGN-OPERATION INTERACTIONS FOR WASTEWATER TREATMENT PLANTS

6. CHAPTER 3. DESIGN CONSIDERATIONS FOR LARGE TREATMENT PLANTS

7. CHAPTER 4. DESIGN PERIOD

8. CHAPTER 5. ECONOMIC LIMIT FOR THE AMOUNT OF RESERVE CAPACITY ON CONSTRUCTION OF SEWAGE TREATMENT PLANTS FOR RAPIDLY GROWING MUNICIPALITIES

9. CHAPTER 6. EVALUATION OF DESIGN DATA

10. CHAPTER 7. DISCUSSION STATISTICAL EXPRESSION OF EFFLUENT QUALITY STANDARDS

11. CHAPTER 8. INFLUENCE OF THE PRESETTLING TANK SIZE ON DIMENSIONING AND COSTS OF A SEWAGE TREATMENT WITH ACTIVATED SLUDGE

12. CHAPTER 9. BASIC PROBLEMS IN THE DESIGN OF LARGE TREATMENT PLANTS—ARAKAWA TREATMENT PLANT

13. CHAPTER 10. DAN REGION SEWAGE RECLAMATION PROJECT

14. CHAPTER 11. AN “OPTIMIZED MODULE” APPROACH TO WASTE WATER RECLAMATION DESIGN

15. CHAPTER 12. POLLUTION CONTROL REGULATION—A PROBLEM OF FILLING GAPS

16. CHAPTER 13. DISTILLATION OF M AND O PROBLEMS. EPA—REGION VII

17. CHAPTER 14. DIVISION OF WASTEWATER FLOW

18. CHAPTER 15. TREATMENT PLANTS WITH SMALL QUANTITIES OF SEWAGE DURING THE FIRST PHASE OF OPERATION

19. CHAPTER 16. DESIGN OF INDUSTRIAL WASTE TREATMENT PLANTS

20. CHAPTER 17. LARGE PUMPING STATIONS

21. CHAPTER 18. PUMPING STATIONS

22. CHAPTER 19. ON THE CONSTRUCTION OF LARGE SCREENS

23. CHAPTER 20. EFFICIENCY OF A GRIT CHAMBER

24. CHAPTER 21. TO WHAT EXTENT ARE PRIMARY TANKS REQUIRED?

25. CHAPTER 22. BASIC PRINCIPLES OF AERATION TANK DESIGN

26. CHAPTER 23. CARROUSEL, A NEW TYPE OF AERATION-SYSTEM WITH LOW ORGANIC LOAD

27. CHAPTER 24. BASIC CRITERIA AND DESIGN ASPECTS FOR DEEP AERATION TANKS

28. CHAPTER 25. FLOW VELOCITIES IN AERATION TANKS WITH MECHANICAL AERATORS

29. CHAPTER 26. TANKS WITH TURBULENT FLOW GENERATED BY MAMMOTH ROTORS

30. CHAPTER 27. THE ECONOMY OF MECHANICAL AERATORS

31. CHAPTER 28. DISCUSSION OF THE DESIGN PARAMETER FOR SECONDARY SEDIMENTATION TANKS

32. CHAPTER 29. TWO-STOREYED FINAL SEDIMENTATION TANKS

33. CHAPTER 30.CONTROL OF ACTIVATED SLUDGE PLANTS

34. CHAPTER 31. DISSOLVED OXYGEN CONTROL OF ACTIVATED SLUDGE AERATION

35. CHAPTER 32. CONTROL OF ACTIVATED SLUDGE PLANTS

36. CHAPTER 33. CONTROL OF ACTIVATED SLUDGE PROCESS: APPLICATIONS

37. CHAPTER 34. DISCUSSION INVESTIGATION OF THE BENEFITS FROM AUTOMATIC CONTROL OF DISSOLVED OXYGEN IN THE AERATION CHANNELS OF A LARGE ACTIVATED SLUDGE PLANT ACHIEVING FULL NITRIFICATION

38. CHAPTER 35. STUDY OF THE METABOLIZATION OF POLLUTANT PRODUCTS

39. CHAPTER 36. THE USE OF MICROSTRAINERS AND SAND FILTERS FOR TERTIARY TREATMENT

40. CHAPTER 37. DESIGN OF TREATMENT FACILITIES FOR THE CONTROL OF PHOSPHORUS

41. CHAPTER 38. OPERATING EXPERIENCE AND RESULTS USING THE SIMULTANEOUS PRECIPITATION OF PHOSPHATES IN ACTIVATED SLUDGE PLANTS FOR 5000 TO 30,000 INHABITANTS IN THE CANTON OF ZURICH

42. CHAPTER 39. DESIGN OF TREATMENT FACILITIES FOR THE CONTROL OF NITROGENOUS MATERIALS

43. CHAPTER 40. THE ELIMINATION OF NITROGEN IN THE TREATMENT PLANT OF VIENNA-BLUMENTAL

44. CHAPTER 41. PHYSICAL-CHEMICAL TREATMENT FOR WASTEWATER

45. CHAPTER 42. REPEATED USE OF GRANULAR ACTIVATED CARBON IN WASTE WATER TREATMENT

46. CHAPTER 43. DESIGN PARAMETERS FOR SLUDGE TREATMENT: INTERPRETATION OF OPERATION DATA FROM SEVEN ACTIVATED SLUDGE PLANTS FOR MUNICIPAL SEWAGE

47. CHAPTER 44. STUDIES ON THE DESIGN DATA OF GRAVITY THICKENING

48. CHAPTER 45. CONTROL OF THE ANAEROBIC DIGESTION PROCESS AND SUPPORTING UNIT PROCESSES

49. CHAPTER 46. HANDLING OF AEROBIC MINERALIZED SLUDGES BY CENTRIFUGES AND BELT-PRESS FILTERS

50. CHAPTER 47. SLUDGE DEWATERING TESTS WITH A BELT PRESS

51. CHAPTER 48. THERMAL CONDITIONING TESTS OF ACTIVATED SLUDGE AND ANAEROBIC DIGESTION TESTS OF THE FILTRATES

52. CHAPTER 49. COMPOSITION OF THE “FILTRATE” FROM THERMALLY CONDITIONED SLUDGES

53. CHAPTER 50. DEWATERING OF SLUDGE

54. CHAPTER 51. DISCUSSION SEPARATION OF ACTIVATED SLUDGE FROM MIXED LIQUOR USING A CONTINUOUS CENTRIFUGE

55. CHAPTER 52. PRACTICAL EXPERIENCES OF THERMIC SLUDGE DRYING ON THE CENTRAL TREATMENT PLANT OF NEERSEN

56. CHAPTER 53. SLUDGE FILTER PRESSING AND INCINERATION AT SHEFFIELD

57. CHAPTER 54. “LIQUID FERTILIZER” TO RECLAIM LAND AND PRODUCE CROPS

58. CHAPTER 55. DISPOSAL OF DIGESTED SLUDGE

59. CHAPTER 56. LIQUID SLUDGE DISPOSAL

60. CHAPTER 57. PASTEURIZATION OF RAW AND DIGESTED SLUDGE

61. CHAPTER 58. RAW SLUDGE COMBUSTION OR LIQUID DIGESTED SLUDGE DISPOSAL?

62. CHAPTER 59. SLUDGE DISPOSAL AT SEA

63. CHAPTER 60. DISCUSSION: DISPOSAL OF SLUDGE AT SEA

64. CHAPTER 61. CONTROL SYSTEMS FOR WASTEWATER TREATMENT PLANTS

65. CHAPTER 62. AUTOMATIC CONTROL SYSTEMS

66. CHAPTER 63. AUTOMATIC CONTROL AT THE MILTON KEYNES WORKS

67. CHAPTER 64. COMPUTER CONTROL—ARAKAWA TREATMENT PLANT

68. CHAPTER 65. THE USE OF COMPUTERS IN PHILADELPHIA’S WATER POLLUTION CONTROL ACTIVITIES

69. CHAPTER 66. EDUCATIONAL SYSTEMS FOR PLANT OPERATORS

70. CHAPTER 67. AN AUTOMATIC SYSTEM FOR THE CONTINUOUS DETERMINATION OF ORGANICS IN WATER AND WASTEWATER

71. CHAPTER 68. SEWER CONTROL AND PLANT AUTOMATION

72. CHAPTER 69. SYSTEMS ENGINEERING APPLIED TO A NEW LOS ANGELES PLANT

73. CHAPTER 70. A PILOT STUDY OF PHYSICAL-CHEMICAL TREATMENT OF THE RAW WASTEWATER AT THE WESTERLY PLANT IN CLEVELAND, OHIO

74. CHAPTER 71. NOTES ON THE DISCUSSIONS RECORDED BY ALEXANDER DUFF

75. AUTHOR INDEX

76. SUBJECT INDEX