E-Book, Englisch, 618 Seiten, Web PDF
Cooper / Findlater Constructed Wetlands in Water Pollution Control
1. Auflage 2013
ISBN: 978-1-4831-4998-1
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark
Proceedings of the International Conference on the Use of Constructed Wetlands in Water Pollution Control, Held in Cambridge, UK, 24-28 September 1990
E-Book, Englisch, 618 Seiten, Web PDF
ISBN: 978-1-4831-4998-1
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark
Constructed Wetlands in Water Pollution Control documents the proceedings of the International Conference on the Use of Constructed Wetlands in Water Pollution Control, held in Cambridge, UK, 24-28 September 1990. This volume contains 70 papers that are organized into 12 parts. Part 1 includes papers such as the need for hydrophyte-based systems in the treatment of waste water from small communities and soil oxygenation in constructed reed beds. Part 2 contains studies on nitrogen and phosphorus removal. The papers in Part 3 are devoted to sewage treatment while Part 4 deals with sludge treatment. Part 5 presents case studies on wetlands, wastewater, and reed bed treatment systems. Part 6 focuses on agricultural waste treatment. Part 7 contains papers on wetland and waste treatment for small populations. Part 8 covers industrial waste treatment while Parts 9 and 10 deal with mining waste treatment. Part 11 takes up the design of treatment systems. Part 12 contains 20 poster papers.
Autoren/Hrsg.
Weitere Infos & Material
1;Front Cover;1
2;Constructed Wetlands in Water Pollution Control;4
3;Copyright;5
4;Table of Contents
;6
5;FOREWORD;12
6;PART 1. PRINCIPLES
;14
7;CHAPTER 1. THE NEED FOR HYDROPHYTE-BASED SYSTEMS IN THE TREATMENT OF WASTE WATER FROM SMALL COMMUNITIES
;16
7.1;ABSTRACT;16
7.2;KEYWORDS;16
7.3;INTRODUCTION;16
7.4;PROCESS REQUIREMENTS;17
7.5;AVAILABLE METHODS;19
7.6;LOW TECHNOLOGY ALTERNATIVES;21
7.7;CONCLUSIONS;23
7.8;REFERENCES;23
8;CHAPTER 2. HYDRAULIC INVESTIGATIONS ON PLANTED SOIL FILTERS
;26
8.1;ABSTRACT;26
8.2;KEYWORDS;26
8.3;INTRODUCTION;26
8.4;DESCRIPTION OF THE PILOT-PLANT GERMERSWANG;27
8.5;RESULTS;31
8.6;CONCLUSIONS;34
8.7;REFERENCES;34
9;CHAPTER 3. HYDRAULIC CHARACTERISTICS OF CONSTRUCTED WETLANDS AT RICHMOND, NSW, AUSTRALIA
;36
9.1;ABSTRACT;36
9.2;KEYWORDS;36
9.3;INTRODUCTION;36
9.4;SUBSURFACE FLOW CONSTRUCTED WETLANDS;37
9.5;CONCLUSIONS;46
9.6;REFERENCES;46
10;CHAPTER 4. CHEMICAL AND MICROBIOLOGICAL PROCESSES IN GRAVEL-BED HYDROPONIC (GBH) SYSTEMS FOR SEWAGE TREATMENT
;48
10.1;ABSTRACT;48
10.2;KEYWORDS;48
10.3;INTRODUCTION;48
10.4;PRINCIPLE OF OPERATION;49
10.5;PERFORMANCE OF THE GBH SYSTEM;49
10.6;TABLE 1 Typical BOD Values for the GBH System at Abu Attwa. Egvpt;49
10.7;HETEROTROPHIC BACTERIA VERSUS CHANNEL LENGTH;50
10.8;NITROGEN CYCLING BACTERL\ ON PLANT AND GRAVEL SURFACES;52
10.9;TABLE 2 Concentrations of inorganic nitrogen species in the GBH bed (Abu Attwa)
;52
10.10;TABLE 3 Bacterial counts on plant and gravel surfaces in the GBH system;52
10.11;IMPROVEMENT IN . REMOVAL;53
10.12;DISCUSSION;53
10.13;ACKNOWLEDGMENTS;54
10.14;REFERENCES;54
11;CHAPTER 5. MEASUREMENT AND MODELLING OF OXYGEN RELEASE FROM ROOTS OF PHRAGMITES AUSTRALIS
;56
11.1;ABSTRACT;56
11.2;INTRODUCTION;56
11.3;MATERIALS AND METHODS;57
11.4;RESULTS AND DISCUSSION;59
11.5;FINAL COMMENTS;65
11.6;ACKNOWLEDGEMENT;66
11.7;REFERENCES;66
12;CHAPTER 6. SOIL OXYGENATION IN CONSTRUCTED REED BEDS: THE ROLE OF MACROPHYTE AND SOIL-ATMOSPHERE INTERFACE OXYGEN TRANSPORT
;68
12.1;ABSTRACT;68
12.2;KEYWORDS;68
12.3;INRODUCTION
;68
12.4;GAS EXCHANGE STUDIES;69
12.5;OXYGEN RELEASE FROM INDIVIDUAL ROOTS;72
12.6;POTENTIAL DIFFUSIVE OXYGEN FLUX THROUGH Phragmites australis;73
12.7;PHYSICAL SUBSTRATE OXIDATION;75
12.8;DISCUSSION;79
12.9;ACKNOWLEDGEMENTS;80
12.10;REFERENCES;81
13;CHAPTER 7. FACTORS AFFECTING REED {PHRAGMITES AUSTRALIS) GROWTH IN UK REED BED TREATMENT SYSTEMS
;82
13.1;ABSTRACT;82
13.2;KEYWORDS;82
13.3;INTRODUCTION;82
13.4;METHODS;83
13.5;SURVEY RESULTS;84
13.6;CONCLUSIONS;91
13.7;ACKNOV/LEDGEIffiNT;91
13.8;REFERENCES;91
14;PART 2. NITROGEN AND PHOSPHORUS REMOVAL
;92
15;CHAPTER 8. USE OF AERATION TO PROMOTE NITRIFICATION IN REED BEDS TREATING WASTEWATER
;94
15.1;ABSTRACT;94
15.2;KEYWORDS;94
15.3;INTRODUCTION;94
15.4;EXPERIMENTAL;95
15.5;RESULTS AND DISCUSSION;97
15.6;ACKNOWLEDGEMENT;101
15.7;REFERENCES;101
16;CHAPTER 9. REMOVAL OF WASTEWATER NITROGEN IN AN INFILTRATION WETLAND WITH GLYCERIA MAXIMA
;102
16.1;ABSTRACT;102
16.2;KEYWORDS;102
16.3;INTRODUCTION;102
16.4;EXPERIMENTAL DESIGN AND METHODS;103
16.5;CALCULATIONS AND RESULTS;104
16.6;DISCUSSION;112
16.7;ACKNOWLEDGEMENT;113
16.8;REFERENCES;113
17;CHAPTER 10. PHOSPHORUS REMOVAL BY CONSTRUCTED WETLANDS: SUBSTRATUM ADSORPTION
;114
17.1;ABSTRACT;114
17.2;KEYWORDS;114
17.3;INTRODUCTION;114
17.4;MATERIALS AND METHODS;115
17.5;RESULTS;116
17.6;DISCUSSION;118
17.7;CONCWSIONS;120
17.8;REFERENCES;121
18;CHAPTER 11. CONSTRUCTED WETLANDS DESIGN AND OPERATION TO MAXIMIZE NUTRIENT REMOVAL CAPABILITIES
;124
18.1;ABSTRACT;124
18.2;KEY WORDS;124
18.3;INTRODUCTION;124
18.4;MONITORING RESULTS AND DISCUSSION;125
18.5;OPERATION AND DESIGN CONSIDERATIONS;129
18.6;CONCLUSIONS AND RECOMMENDATIONS;130
18.7;ACKNOWLEDGEMENT;131
18.8;REFERENCES;131
19;CHAPTER 12. REMOVAL OF NUTRITIVE SALTS FROM TWO DANISH ROOT ZONE SYSTEMS
;132
19.1;ABSTRACT;132
19.2;KEYWORDS;132
19.3;INTRODUCTION;132
19.4;HJEMBAEK;133
19.5;OEDSTED;138
19.6;CONCLUSION;143
19.7;REFERENCES;143
20;CHAPTER 13. A TOTAL EVAPORATIVE CONSTRUCTED WETLAND TREATMENT SYSTEM
;144
20.1;ABSTRACT;144
20.2;KEYWORDS;144
20.3;INTRODUCTION;144
20.4;HYDROLOGY;145
20.5;SURFACE WATER CHEMISTRY;148
20.6;GROUNDWATER CHEMISTRY;152
20.7;BIOTA;153
20.8;SUMMARY;154
20.9;ACKNOWLEDGEMENT;154
20.10;REFERENCES;154
21;CHAPTER 14. AN EVALUATION OF NUTRIENT REMOVAL BY THE REED BED TREATMENT SYSTEM AT VALLEYFIELD, FIFE, SCOTLAND
;156
21.1;ABSTRACT;156
21.2;KEYWORDS;156
21.3;INTRODUCTION;156
21.4;SYSTEM DESIGN;157
21.5;TREATMENT PERFORMANCE;159
21.6;DISCUSSION;165
22;CHAPTER 15. THE IMPACT OF AGEING ON THE PURIFICATION EFFICIENCY OF A PLANTATION OF TYPHA LATIFOLIA L
;166
22.1;ABSTRACT;166
22.2;KEYWORDS;166
22.3;INTRODUCTION;167
22.4;EXPERIMENTAL PROTOCOL;168
22.5;RESULTS AND DISCUSSION;170
22.6;CONCLUSIONS;175
22.7;REFERENCES;176
23;PART 3. CASE HISTORIES AND PERFORMANCE — SEWAGE TREATMENT
;178
24;CHAPTER 16. "PLANTED SOIL FILTERS" FOR WASTEWATER TREATMENT: THE COMPLEX SYSTEM "PLANTED SOIL FILTER", ITS COMPONENTS AND THEIR DEVELOPMENT
;180
24.1;SUMMARY;180
24.2;KEYWORDS;180
24.3;INTRODUCTION;180
24.4;EXPERIENCES;185
24.5;THE COMPLEX SYSTEM "PLANTED SOIL FILTER" AND ITS COMPONENTS;186
24.6;Soil and wastewater;186
24.7;Waste Nater and soil;186
24.8;Soil and plants (reeds);187
24.9;Plants (reeds) and wastewater;187
24.10;Plants (reeds), soil and wastewater;187
24.11;Acknowledgements;188
24.12;CONCLUSIONS;188
24.13;REFERENCES;188
25;CHAPTER 17. PERFORMANCE OF CONSTRUCTED WETLAND TREATMENT SYSTEMS AT BENTON, HARDIN, AND PEMBROKE, KENTUCKY, DURING THE EARLY VEGETATION ESTABLISHMENT PHASE
;190
25.1;ABSTRACT;190
25.2;KEYWORDS;190
25.3;IMTRODUCTIOH;190
25.4;DESCRIPTION OF CONSTRUCTED WETLANDS;191
25.5;MONITORING STRATEGY;194
25.6;RESULTS;194
25.7;CONCLUSIONS;200
25.8;REFERENCES;201
26;CHAPTER 18. DOMESTIC WASTEWATER TREATMENT WITH EMERGENT HYDROPHYTE BEDS IN FRANCE
;202
26.1;ABSTRACT;202
26.2;KEYWORDS;202
26.3;INTRODUCTION;202
26.4;PONT-REMY (Somme);206
26.5;GENSAC LA PALLUE (Charente);207
26.6;SAINT SYMPHORIEN DE LAY (Loire);210
26.7;CONCLUSIONS;211
26.8;REFERENCES;211
27;CHAPTER 19. REED BED TREATMENT SYSTEMS: PERFORMANCE EVALUATION
;212
27.1;ABSTRACT;212
27.2;KEY WORDS;212
27.3;INTRODUCTION;212
27.4;RESULTS;215
27.5;DISCUSSION;221
27.6;ACKNOWLEDGEMENTS;223
27.7;REFERENCES;223
28;CHAPTER 20. SEVEN YEARS OF RESEARCH WORK AND EXPERIENCE WITH WASTEWATER TREATMENT BY A REED BED SYSTEM
;224
28.1;ABSTRACT;224
28.2;KEYWORDS;224
28.3;INTRODUCTION;224
28.4;EXPERIMENTAL SYSTEM - CONSTRUCTION AND OPERATION;225
28.5;SAMPLING AND ANALYSIS;226
28.6;REMOVAL EFFICIENCY;226
28.7;HYDRAULIC INVESTIGATIONS;228
28.8;MICROBIOLOGY;228
28.9;PLANT PHYSIOLOGY;228
28.10;SOIL SCIENCE INVESTIGATIONS;230
28.11;MASS BALANCE;232
28.12;CONCLUSIONS;233
28.13;ACKNOWLEDGEMENT;233
28.14;REFERENCES;233
29;CHAPTER 21. PURIFICATION OF DOMESTIC SEWAGE WITH AND WITHOUT FAECES BY VERTICAL INTERMITTENT FILTRATION IN REED AND RUSH BEDS
;234
29.1;ABSTRACT;234
29.2;KEYWORDS;234
29.3;INTRODUCTION;234
29.4;DESCRIPTION AND OPERATION OF THE REED BED (PLANT I);235
29.5;DESCRIPTION AND OPERATION OF A HYDROPHYTE SYSTEM (PLANT II);237
29.6;FAECAL SEWAGE AND GREY WATER;238
29.7;SPACE LOADINGS AS BASIS FOR THE DIMENSIONING OF FILTER BEDS;239
29.8;CONCLUSION;239
29.9;REFERENCES;240
30;CHAPTER 22. REED BED TREATMENT SYSTEMS IN ANGLIAN WATER
;242
30.1;ABSTRACT;242
30.2;KEYWORDS;242
30.3;INTRODUCTION;242
30.4;GEOGRAPHICAL LOCATION;243
30.5;PRINCIPLES OF DESIGN AND OPERATION;243
30.6;RBTS CONSTRUCTED IN ANGLIAN WATER;244
30.7;RESULTS;245
30.8;DISCUSSION;251
30.9;CONCLUSIONS;253
30.10;ACKNOWLEDGEMENT;253
30.11;REFERENCES;253
31;CHAPTER 23 . THE APPLICATION OF ARTIFICIAL WETLANDS IN SOUTH AFRICA
;254
31.1;Abstract;254
31.2;Introduction;254
31.3;Application of Full-Scale Artificial Wetlands in South Africa;254
31.4;Mpophomeni;255
31.5;Vaal Reefs Reed Beds;256
31.6;Qua Qua;257
31.7;NlCouan ICoua;257
31.8;Namibia;259
31.9;Bothaville;259
31.10;Warmbaths;259
31.11;Sugar Nil I Effluent and Waste Ash Disposal;260
31.12;Acid Nine Drainage (AID) Amelioration;261
31.13;Northern Natal;261
31.14;Conclusions;263
31.15;AcknowIedgements;263
31.16;References;263
32;PART 4. SLUDGE TREATMENT;264
33;CHAPTER 24. SLUDGE DEWATERING AND MINERALISATION IN REED BED SYSTEMS
;266
33.1;ABSTRACT;266
33.2;KEYWORDS;266
33.3;INTRODUCTION;266
33.4;THE CONSTRUCTION AND FUNCTION OF THE SLUDGE DEWATERING SYSTEM;267
33.5;FULL-SCALE SYSTEMS;268
33.6;RESULTS;270
33.7;CONCLUSION;275
33.8;AKNOWLEDGEMENT;276
33.9;REFERENCE;276
34;CHAPTER 25. SLUDGE DEWATERING AND DRYING IN REED BEDS: AN INTERESTING SOLUTION? GENERAL INVESTIGATION AND FIRST TRIALS IN FRANCE
;278
34.1;ABSTRACT;278
34.2;KEYWORDS;278
34.3;INTRODUCTION;278
34.4;SLUDGE HANDLING AND DISPOSAL IN SMALL ACTIVATED SLUDGE PLANTS;279
34.5;LESSONS FROM LITERATURE;280
34.6;CONCLUSIONS;287
34.7;REFERENCES;287
35;CHAPTER 26. USE OF PHRAGMITES IN
SEWAGE SLUDGE TREATMENT;290
35.1;ABSTRACT;290
35.2;KEYWORDS;290
35.3;INTRODUCTION;290
35.4;MATERIALS AND METHODS;290
35.5;RESULTS AND DISCUSSION;291
35.6;CONCLUSIONS;296
35.7;REFERENCES;297
36;PART 5. CASE HISTORIES;300
37;CHAPTER 27. WETLANDS TREATMENT REVIVAL IN YORKSHIRE
;302
37.1;ABSTRACT;302
37.2;KEYMGBDS;302
37.3;INTRODUCTION;302
37.4;METHODS
;304
37.5;RESULTS;305
37.6;APPLICATIONS;307
37.7;CONCLUSIONS
;311
37.8;ACKNOWLEDGEMENTS
;311
37.9;REFERENCES
;311
38;CHAPTER 28. PERFORMANCE DATA OF A WASTEWATER AND SLUDGE TREATMENT PLANT DERIVED FROM THE ROOT ZONE METHOD SET AGAINST THE BACKGROUND OF DETENTION TIMES
;312
38.1;ABSTRACT;312
38.2;KEYWORDS;312
38.3;INTRODUCTION;312
38.4;OBJECTIVES/TASKS;313
38.5;DESCRIPTION OF EXPERIMENTAL PLANT I AND II;313
38.6;DESCRIPTION OF THE TRACER EXPERIMENTS PERFORMED;318
38.7;DEVELOPMENT OF PERMEABILITY VALUES;319
38.8;PERFORMANCE ANALYSIS;320
38.9;ACKNOWLEDGEMENT;323
38.10;REFERENCES;323
39;CHAPTER 29. A PERFORMANCE COMPARISON OF VEGETATED SUBMERGED BEDS AND FLOATING MACROPHYTES FOR DOMESTIC WASTEWATER TREATMENT
;324
39.1;ABSTRACT;324
39.2;KEYWORDS;324
39.3;INTRODUCTION;324
39.4;METHODS;325
39.5;RESULTS AND DISCUSSION;325
39.6;CONCLUSIONS;330
39.7;REFERENCES;331
40;CHAPTER 30. REED BED TREATMENT SYSTEMS: EXPERIMENTAL GRAVEL BEDS AT GRAVESEND — THE SOUTHERN
WATER EXPERIENCE;332
40.1;ABSTRACT;332
40.2;KEYWORDS;332
40.3;INTRODUCTION;332
41;PART 6. AGRICULTURAL WASTETREATMENT
;344
42;CHAPTER 31. MEAT PROCESSING EFFLUENT TREATMENT IN SURFACE-FLOW AND GRAVEL-BED CONSTRUCTED WASTEWATER WETLANDS
;346
42.1;ABSTRACT;346
42.2;KEYWORDS;346
42.3;INTRODUC.ON;346
42.4;DESCRIPTION OF EXPERIMENTAL WETLANDS;347
42.5;PERFORMANCE MONITORING METHODS;349
42.6;GRAVEL-BED WETLAND RESULTS;349
42.7;SURFACE-FLOW WETLAND RESULTS;354
42.8;DISCUSSION AND CONCLUSIONS;355
42.9;ACKNOWLEDGEMENT;356
42.10;REFERENCES;356
43;CHAPTER 32. THE USE OF REED BEDS FOR THE TREATMENT OF AGRICULTURAL EFFLUENTS
;358
43.1;ABSTRACT;358
43.2;KEYWORDS;358
43.3;INTRODUCTION
;358
43.4;AGRICULTURAL EFFLUENTS;359
43.5;DESIGN BASIS OF REED BEDS FOR STRONG EFFLUENTS;360
43.6;THE ' BIRMINGHAM ' REED BEDS
;361
43.7;RESULTS;364
43.8;DISCUSSION;366
43.9;CONCLUSIONS;368
43.10;ACKNOWLEDGEMENT;368
43.11;REFERENCES;368
43.12;ADDENDUM;370
44;CHAPTER 33. USE OF REED-BED SYSTEMS FOR THE TREATMENT OF CONCENTRATED WASTES
FROM AGRICULTURE;372
44.1;ABSTRACT;372
44.2;KEYWORDS;372
44.3;INTRODUCTION;372
44.4;MATERIALS AND METHODS;373
44.5;RESULTS AND DISCUSSION;374
44.6;REPERENCES;383
45;PART 7. TREATMENT FOR SMALL POPULATIONS
;384
46;CHAPTER 34. A NEW COMMUNITY APPROACH TO WASTE TREATMENT WITH HIGHER WATER PLANTS
;386
46.1;ABSTRACT;386
46.2;KEYWORDS;386
46.3;INTRODUCTION;386
46.4;DESCRIPTION OF SYSTEMS;387
46.5;DESIGN PRINCIPLES;388
46.6;PERFORMANCE;390
46.7;PROBLEMS ENCOUNTERED AND OPERATIONAL EXPERIENCES;392
46.8;COSTS;392
46.9;ROLES OF DIFFERENT AQUATIC PLANT SPECIES;393
46.10;OPERATIONAL SKILLS AND REQUIREMENTS;393
46.11;THE QUESTION MARKS;394
46.12;THE PHILOSOPHY OF THE OAKLANDS PARK SYSTEMS;395
46.13;THE 1990S - A NEW CONSCIOUSNESS;397
46.14;THE WAY FORWARD;397
46.15;ACKNOWLEDGEMENTS;398
46.16;REFERENCES;398
47;CHAPTER 35. CONSTRUCTED WETLAND RESEARCH PROGRAMME IN SOUTH AFRICA
;400
47.1;ABSTRACT;400
47.2;KEYWORDS;400
47.3;INTRODUCTION;400
47.4;MACROPHYTE/SUBSTRATE COMBINATIONS AND THEIR ABILITY TO TREAT DOMESTIC WASTEWATER;401
47.5;HYDROPONIC WETLANDS;404
47.6;PILOT-SCALE STUDIES;404
47.7;MACROPHYTE ESTABLISHMENT AND MANAGEMENT;405
47.8;BACTERIAL REMOVAL;407
47.9;CONCLUSION;407
47.10;ACKNOWLEDGEMENTS;408
47.11;REFERENCES;408
48;CHAPTER 36. ARTIFICIAL WETLANDS FOR TREATING WASTEWATERS FROM SINGLE HOUSEHOLDS AND SMALL COMMUNITIES
;410
48.1;INTRODUCTION;410
48.2;EARLY RESEARCH;411
48.3;RESEARCH WITH EXPERIMENTAL MICROCOSMS;411
48.4;SUBSEQUENT RESEARCH, DEVELOPMENT AND COMMERCIALISATION
;414
48.5;CONCLUSIONS
;415
48.6;REFERENCES;416
49;CHAPTER 37. REED BED TREATMENT FOR SEWER DYKES
;418
49.1;Abstract;418
49.2;Background;418
49.3;Design and Specification;419
49.4;Development and Management of the Reed Bed;420
49.5;Reed Growth;421
49.6;Summary;423
49.7;Acknowledgements;423
50;PART 8. INDUSTRIAL WASTE TREATMENT
;426
51;CHAPTER 38. CONSTRUCTED WETLANDS FOR WASTEWATER TREATMENT AT AMOCO OIL COMPANY'S MANDAN, NORTH DAKOTA, REFINERY
;428
51.1;ABSTRACT;428
51.2;KEYWORDS;428
51.3;INTRODUCTION;428
51.4;SYSTEM DESIGN AND OPERATION;429
51.5;WASTEWATER QUALITY;429
51.6;WILDLIFE HABITAT;431
51.7;CONCLUSION;431
52;CHAPTER 39. TREATABILITY ASSESSMENT OF INDUSTRIAL WASTES BY A PORTABLE WETLAND UNIT
;432
52.1;ABSTRACT;432
52.2;KEYWORDS;432
52.3;INTRODUCTION;432
52.4;THE SELECTED INDUSTRIAL WASTE APPLICATION;433
52.5;EXPERIMENTAL DETAILS;434
52.6;RESULTS & DISCUSSION;435
52.7;CONCLUSION;439
52.8;REFERENCES;439
53;CHAPTER 40. APPLICATION OF NATURAL AND ENGINEERED WETLANDS FOR TREATMENT OF LOW-STRENGTH LEACHATE
;440
53.1;ABSTRACT;440
53.2;KETVORDS;440
53.3;INTRODUCTION;440
53.4;APPROACH;443
53.5;PERFORMANCE OF THE PILOT MARSHES WHEN TREATING PERIMETER DITCH LEACHATE;443
53.6;PERFORMANCE OF THE PILOT MARSHES WHEN TREATING LAGOON EFFLUENT;444
53.7;DISCUSSION AND CONCLUSIONS;446
53.8;ACKNOVLBDGEHENT;447
53.9;REFERENCES;447
54;PART 9. MINING WASTE TREATMENT
;448
55;CHAPTER 41. PURIFICATION OF WASTEWATER FROM A Pb/Zn MINE USING HYDROPHYTES
;450
55.1;ABSTRACT;450
55.2;KEYWORDS;450
55.3;INTRODUCTION;451
55.4;DESCRIPTIONS OF THE STUDY SITE;451
55.5;MATERIALS AND METHODS;452
55.6;RESULTS;453
55.7;DISCUSSION;456
55.8;ACKNOWLEDGMENT;457
55.9;REFERENCES;457
56;CHAPTER 42. CHEMICAL DIAGENESIS OF IRON AND MANGANESE IN CONSTRUCTED WETLANDS RECEIVING ACIDIC MINE DRAINAGE
;460
56.1;ABSTRACT;460
56.2;KEYWORDS;460
56.3;INTRODUCTION;460
56.4;DESCRIPTION OF STUDY SITES
;461
56.5;SAMPLING A N D ANALYTICAL PROCEDURES;462
56.6;RESULTS;463
56.7;DISCUSSION;468
56.8;CONCLUSIONS;470
56.9;ACKNOWLEDGEMENTS;470
56.10;REFERENCES;470
57;CHAPTER 43. IRON AND MANGANESE FRACTIONATION IN CONSTRUCTED WETLANDS RECEIVING ACID MINE DRAINAGE
;472
57.1;ABSTRACT;472
57.2;KEYWORDS;472
57.3;INTRODUCTION;472
57.4;METHODS AND PROCEDURES;473
57.5;RESULTS AND DISCUSSION;475
57.6;SUMMARY;478
57.7;ACKNOWLEDGMENTS;481
57.8;REFERENCES;481
58;PART 10. MINING WASTE TREATMENT
;482
59;CHAPTER 44. METAL UPTAKE AND ASSOCIATED POLLUTION CONTROL BY TYPHA LATIFOLIA IN URBAN WETLANDS
;484
59.1;ABSTRACT;484
59.2;KEYWORDS;484
59.3;INTRODUCTION;484
59.4;LOCATIONS AND METHODS;485
59.5;RESULTS AND DISCUSSION;485
59.6;MANAGEMENT IMPLICATIONS;488
59.7;REFERENCES;491
60;CHAPTER 45. CONSTRUCTED WETLANDS FOR TREATING ACID DRAINAGE AT TENNESSEE VALLEY AUTHORITY COAL FACILITIES
;494
60.1;ABSTRACT;494
60.2;KEYWORDS;494
60.3;INTRODUCTIOM;494
60.4;RESULTS;496
60.5;CONCLUSIONS;502
60.6;ACKNOWLEDGEMENTS;502
60.7;REFERENCES;502
61;PART 11. DESIGN GUIDELINES
;504
62;CHAPTER 46. THE DESIGN OF WETLANDS FOR WASTEWATER TREATMENT: AN AUSTRALIAN PERSPECTIVE
;506
62.1;ABSTRACT;506
62.2;BACKGROUND;506
62.3;BYRON BAY;507
62.4;THE LOCAL ENVIRONMENT;508
62.5;PERFORMANCE EXPECTATIONS;508
62.6;TREATMENT SELECTION;510
62.7;RESEARCH PROJECT;512
62.8;CONCLUSION;514
62.9;REFERENCES;514
63;CHAPTER 47. CONSTRUCTED WETLANDS FOR WASTEWATER TREATMENT — ENGINEERING AND DESIGN CONSIDERATIONS
;516
63.1;ABSTRACT;516
63.2;INTRODUCTION;516
63.3;FACTORS CONTRIBUTING TO THE EFFICIENCY OF WASTEWATER TREATMENT;516
63.4;POLLUTANT REMOVAL CAPACITY OF WETLAND SYSTEMS;518
63.5;WETLAND IMPLEMENTATION;521
63.6;WETLAND APPURTENANCES AND OTHER PHYSICAL FEATURES;524
63.7;MANAGEMENT STRATEGIES FOR WETLAND SYSTEMS;526
63.8;REFERENCES;527
64;CHAPTER 48. WASTEWATER TREATMENT IN CONSTRUCTED REED BEDS IN DENMARK — STATE OF THE ART;530
64.1;ABSTRACT;530
64.2;KEYWORDS;530
64.3;INTRODUCTION;531
64.4;DESIGN AND TREATMENT PERFORMANCE;531
64.5;CONCLUSIONS;538
64.6;ACKNOWLEDGEMENTS;538
64.7;REFERENCES;539
65;CHAPTER 49. TREATMENT OF DOMESTIC SEWAGE IN EMERGENT HELOPHYTE BEDS — GERMAN EXPERIENCES AND ATV-GUIDELINES . 262
;540
65.1;ABSTRACT;540
65.2;KEYWORDS;540
65.3;INTRODUCTION;540
65.4;GENERAL EXPERIENCES;542
65.5;ATV-GUIDELINES . 262;545
65.6;REFERENCES;550
66;PART 12. POSTERS
;552
67;CHAPTER 50. REED BED TREATMENT OF WASTEWATERS IN A PILOT-SCALE FACILITY
;554
67.1;ABSTRACT;554
67.2;KEYWORDS;554
67.3;NTRODUCTION;554
67.4;EXPERIMENTAL;555
67.5;RESULTS & DISCUSSIONS;555
67.6;REFERENCES;557
68;CHAPTER 51. DESIGN OF THE FORT DEPOSIT, ALABAMA, CONSTRUCTED WETLANDS TREATMENT SYSTEM
;558
68.1;INTRODUCTION;558
68.2;CONSTRUCTED WETLANDS SELECTION AND SIZING;558
68.3;PLANT COMMUNITY;560
68.4;WETLANDS CONFIGURATION;560
68.5;PRELIMINARY TREATMENT;561
68.6;POST TREATMENT;561
68.7;REFERENCES;561
69;CHAJPTER 52. SEWAGE TREATMENT BY PLANTED SOIL FILTERS
;562
69.1;INTRODUCTION;562
69.1.1;PILOT PLANT GERMERSWANG;562
69.1.2;PLANTED SOIL FILTER AT SEE;564
69.1.3;CONCLUSIONS;565
69.1.4;REFERENCES;565
70;CHAPTER 53. PATHWAYS AND MECHANISMS OF OXYGEN TRANSPORT IN PHRAGMITES AUSTRALIS
;566
70.1;ACKNOWLEDGEMENT;570
70.2;REFERENCES;570
71;CHAPTER 54. THE PERFORMANCE LIMITATIONS OF WETLAND TREATMENT SYSTEMS — A DISCUSSION
;572
71.1;Introduction;572
71.2;Perfonnance;572
71.3;Rate Limitations;573
71.4;Natural Ecology;574
71.5;Costs;574
71.6;REFERENCES
;574
72;CHAPTER 55. DESIGN, CONSTRUCTION, ESTABLISHMENT AND OPERATION OF GRAVEL BED HYDROPONIC (GBH) SYSTEMS FOR SECONDARY AND TERTIARY SEWAGE TREATMENT
;576
72.1;ABSTRACT;576
72.2;KEYWORDS;576
72.3;INTRODUCTION;576
72.4;FACTORS DETERMINING THE DESIGN AND CONSTRUCTION OF GBH SYSTEMS;576
72.5;ESTABLISHMENT, OPERATION AND PERFORMANCE;578
72.6;SUMMARY;579
72.7;ACKNOWLEDGMENTS;579
72.8;REFERENCES;579
73;CHAPTER 56. POTENTIAL YIELD AND NUTRIENT REMOVAL BY HARVESTING OF PHALARIS ARUNDINACEA IN A WETLAND TREATMENT SYSTEM;580
73.1;ABSTRACT;580
73.2;INTRODUCTION;580
73.3;MATERIALS AND METHODS;580
73.4;RESULTS;581
73.5;DISCUSSION;582
73.6;REFERENCES;583
74;CHAPTER 57. WETLANDS ISSUES OF THE FLAT WOODS COAL LEASE AND CARYVILLE INDUSTRIAL PARK II
;584
74.1;BACKGROUND;584
74.2;DISCUSSION;584
74.3;REFERENCES;586
75;CHAPTER 58. REED BED TREATMENT AS A WASTEWATER (POST) TREATMENT ALTERNATIVE IN THE POTATO STARCH INDUSTRY
;588
75.1;INTRODUCTION;588
75.2;HORIZONTAL FLOW REED BEDS;588
75.3;VERTICAL FLOW REED BEDS;590
75.4;CONCLUSIONS;590
76;CHAPTER 59. COMPARATIVE STUDIES ON INTERMITTENTLY CHARGED AND CONTINUOUSLY FED HELOPHYTE BEDS FOR DOMESTIC WASTE-WATER TREATMENT
;592
76.1;INTRODUCTION;592
76.2;CONSTRUCTION OF THE TREATMENT PLANT;592
76.3;SUMMARY OF THE GAUGING RESULTS (MARCM - NOVEMBER 1989);594
76.4;CONCLUSIONS;594
76.5;FURTHER PROJECTS;595
77;CHAPTER 60. TREATING POULTRY ABATTOIR AND PIGGERY EFFLUENTS IN GRAVEL TRENCHES
;596
77.1;INTRODUCTION;596
77.2;EXPERIMENTAL SYSTEMS;596
77.3;SUMMARY;599
77.4;FURTHER READING;599
78;CHAPTER 61. USE OF REED BEDS FOR DEWATERING SLUDGE IN THE USA
;600
78.1;INTRODUCTION;600
78.2;REED BEDS;600
78.3;RESULTS OF SURVEY;602
78.4;FURTHER CONSIDERATIONS;603
78.5;ACKNOWLEDGEMENTS;603
78.6;REFERENCES;603
79;CHAPTER 62. CONSTRUCTED UPLAND–WETLAND WASTEWATER TREATMENT SYSTEM
;604
80;CHAPTER 63. THE HYDRO-BOTANIC TREATMENT OF AGRICULTURAL EFFLUENT
;608
80.1;INTRODUCTION;608
80.2;DESIGN PRINCIPLES;608
80.3;THE PILOT STUDY;609
80.4;PREUMINARY OBSERVATIONS;611
80.5;CONCLUSIONS;611
80.6;REFERENCES;611
81;CHAPTER 64. WETLAND CONTROL OF SEWAGE POINT SOURCES OF NITRATE AND PHOSPHATE, SLAPTON, S. DEVON, UK
;612
81.1;Abstract;612
81.2;Introduction;612
81.3;Research strategy and methods;612
81.4;Results;614
81.5;Implications for management;614
81.6;References;614
82;CHAPTER 65. PHOSPHATE RETENTION IN THE KIS-BALATON PROTECTION SYSTEM — A RECONSTRUCTED WETLAND FOR EUTROPHICATION MANAGEMENT OF LAKE BALATON (HUNGARY)
;616
82.1;COPRECIPITATION WITH CALCITE;617
82.2;ADSORPTION OP PHOSPHATE;617
82.3;HIGHER AQUATIC MACROPHYTES, PERIPHYTES;618
82.4;PLANKTONIC MICROORGANISMS
;618
82.5;SUMMARY AND CONCLUSIONS;619
83;CHAPTER 66. ARTIFICIAL REED BEDS AS POST TREATMENT FOR ANAEROBIC EFFLUENTS — URBAN SANITATION IN DEVELOPING COUNTRIES;620
83.1;Introduction
;620
83.2;Urban Sanitation bv Anaerobic Treatment;620
83.3;Artificial Reed Beds as Post Treatment;622
83.4;Summary
;623
83.5;References;623
84;CHAPTER 67. HYDRAULICS, ROOT DISTRIBUTION AND PHOSPHORUS REMOVAL IN EXPERIMENTAL WETLAND SYSTEMS
;624
84.1;INTRODUCTION;624
84.2;METHODS;624
84.3;RESULTS AND DISCUSSION;625
84.4;REFERENCES;627
85;CHAPTER 68. WATER SUPPLY SYSTEM UTILIZING THE EDAPHIC-PHYTODEPURATION TECHNIQUE
;628
85.1;1. Introduction
;628
85.2;2. Objective and working method
;629
85.3;3. Results obtained and conclusions;631
85.4;4. References;631
86;CHAPTER 69. OPTIMIZING STRATEGIES IN HYDROPHYTE SYSTEMS FOR SEWAGE TREATMENT
;632
86.1;Summary;632
86.2;Introduction;632
86.3;Experimental design and oireliminarv results;632
86.4;Important design criteria;633
86.5;References;635
87;CHAPTER 70. THE USE OF VEGETATED DITCHES FOR WATER QUALITY IMPROVEMENT; A TOOL FOR NATURE CONSERVATION IN WETLAND AREAS
;636
87.1;Introduction;636
87.2;Site description and methods
;636
87.3;Results
;638
87.4;Discussion;638
87.5;Conclusion;639
87.6;Literature;639
88;KEYWORD INDEX;640




