356 CouquiaudWater PurificationThe water purification system removes animalwastes, prevents the growth <strong>of</strong> microorganismsand the build-up <strong>of</strong> organic carbon compounds,provides a relatively toxic/chemical-free environment,and ma<strong>in</strong>ta<strong>in</strong>s some degree <strong>of</strong> clarity(Geraci, 1986). Purification systems are crucialto the quality <strong>of</strong> the animals’ environment andshould all have back-ups and safety procedures<strong>in</strong> case <strong>of</strong> emergency, malfunction, or equipmentfailure. The survey results recommendedthat medical pools have pump<strong>in</strong>g and purificationsystems separate from the primary pool system toprevent disease transmission and cross-contam<strong>in</strong>ation(Anonymous, 1992b).With the heavy load <strong>of</strong> waste matter dischargedby whales and dolph<strong>in</strong>s, water needs to be replacedor cleaned very frequently. Mechanical filtration isused to remove particulate matters such as epidermalcells, faecal material, food debris, plant material,and dust. Other soluble byproducts <strong>of</strong> animalexcretions, ma<strong>in</strong>ly organic nitrogen products,bacteria, and algae, are removed by chemical processes(e.g., chlor<strong>in</strong>e, ozone, or activated carbon),also referred to as chemical oxidation, dis<strong>in</strong>fection,sterilisation, and absorption (the terms dis<strong>in</strong>fectionand sterilisation <strong>of</strong>ten are used <strong>in</strong>terchangeably,but they are not synonyms. Dis<strong>in</strong>fection isthe selective destruction <strong>of</strong> <strong>in</strong>fectious organisms;sterilisation is the nonselective destruction <strong>of</strong> alllife [Spotte, 1991]). Biological purification usesbacteria to remove undesired organic matters.These terms will be used to expla<strong>in</strong> the variousprocesses <strong>of</strong> water purification.Mechanical FiltrationMechanical filtration can be achieved with variousk<strong>in</strong>ds <strong>of</strong> filters such as gravity sand filters, diatomaceousearth filters, high-rate pressure sandfilters, membrane filters, or prote<strong>in</strong> skimmers.Nowadays, pressure sand filters are the most commonlyused and can treat large volumes <strong>of</strong> water;however, they <strong>of</strong>ten come <strong>in</strong> comb<strong>in</strong>ation withother systems. Gravity and diatomaceous earthfilters are no longer optimal systems for mar<strong>in</strong>emammal pool filtration and, therefore, are not recommended<strong>in</strong> new efficient systems.Pre-Filter and Drum Filters—Pre-filter basketsare cyl<strong>in</strong>ders positioned before the pumpsthat send the pool flow to the sand filters. Theyare equipped with a stra<strong>in</strong><strong>in</strong>g basket made <strong>of</strong> steelmesh no larger than 5 mm, and they are useful <strong>in</strong>remov<strong>in</strong>g large particles, thus prevent<strong>in</strong>g unnecessaryclogg<strong>in</strong>g.Drum filters are composed <strong>of</strong> rotat<strong>in</strong>g drumsthat reta<strong>in</strong> particles on a f<strong>in</strong>e membrane. Thismembrane is washed automatically to elim<strong>in</strong>ateaccumulat<strong>in</strong>g matter. These filters <strong>of</strong>ten are<strong>in</strong>stalled as pre-filters. The size <strong>of</strong> the particlesthey can filter depends on the mesh <strong>of</strong> the filter<strong>in</strong>gmembrane. These filters are not very reliablebecause they do not reta<strong>in</strong> the majority <strong>of</strong> particles,have a fairly small capacity, tend to clog up <strong>of</strong>ten,and break down easily. Therefore, they are not recommendedfor other use than pre-filtration.Figure 6.1. Pumps and pre-filter baskets (Photograph fromI. Smit)Sand Filters—Sand filters, commonly <strong>in</strong>stalledfor large volumes, have an average diameter <strong>of</strong> 2.8to 3 m, <strong>of</strong>fer<strong>in</strong>g a filtration surface between 6 and7 m 2 . Recommended speed <strong>of</strong> filtration is between29 and 34 m/h, allow<strong>in</strong>g a volume <strong>of</strong> filtrationbetween 170 and 240 m 3 per hour per filter. Thesetanks can be made <strong>of</strong> fibreglass, polyester, or steel.Steel is recommended for large-volume tanks andfor durability, but they have to be equipped withcathodic protection to prevent corrosion. Bothtower, or vertical, filters and horizontal bed filtersexist. Tower filters prioritise the depth <strong>of</strong> filter<strong>in</strong>gsubstrate, while horizontal ones prioritize the filtrationsurface (survey). Filter beds usually are made<strong>of</strong> a support substrate and a filter<strong>in</strong>g medium <strong>of</strong>f<strong>in</strong>e silica sand, rang<strong>in</strong>g <strong>in</strong> granulometry between0.5 and 1.6 mm. F<strong>in</strong>er sand could clog morequickly, and coarser sand would not be efficient<strong>in</strong> trapp<strong>in</strong>g particulate matter down to 30-35 µm.An optional layer <strong>of</strong> hydroanthracite (a derivative
6. Life Support Systems 357from coal, granulometry 0.8 to 1.6 mm) can helpremove additional dead organic matter and reduceturbidity. These filters are backwashed regularly toremove accumulated particles and ma<strong>in</strong>ta<strong>in</strong> filtrationcapacity. This is done after empty<strong>in</strong>g the tank<strong>of</strong> its water and revers<strong>in</strong>g the flow <strong>in</strong>side the tank.To <strong>in</strong>crease clean<strong>in</strong>g efficiency, the substrate canbe decompressed and agitated by air scour throughthe <strong>in</strong>jection <strong>of</strong> air from below. High-rate pressuresand filters do not susta<strong>in</strong> a stable microbial populationthat can act as a biological filter, althoughsome microorganisms might survive backwashesand help to break down dissolved substances <strong>in</strong> am<strong>in</strong>imal way. This is why a sterilisation processhas to be added to the mechanical filtration.Flocculation—Flocculation is a useful additionalprocess used <strong>in</strong> substrate filtration. A flocculantis used to coagulate small particles <strong>in</strong>tobigger ones—the flocs—which will be moreefficiently trapped <strong>in</strong> the filter<strong>in</strong>g substrate and,thus, reduce oxidant demand (Anonymous, 1999;Gregory, 1989; Spotte, 1991). The flocculant mostcommonly used is alum<strong>in</strong>ium sulphate or alum,but polyalum<strong>in</strong>ium chloride and ferric chlorideare also used. The flocculent and water should bemixed properly; thus, a mix<strong>in</strong>g chamber is recommended(Boness, 1996).Figure 6.4. Filters for large whale poolsProte<strong>in</strong> Skimmers/Foam Fractionators—Anothermechanical system to remove organic matter andreduce nitrogen compounds (e.g., ammonia, nitrite,nitrate)—a prote<strong>in</strong> skimmer or foam fractionator—is now commonly <strong>in</strong>stalled <strong>in</strong> mar<strong>in</strong>e mammalfacilities. This dispersed-air flotation system usuallyis comb<strong>in</strong>ed with an oxidis<strong>in</strong>g system; thus, italso could be presented <strong>in</strong> the “Chemical Filtration”section. The polluted water is mixed with an air/ozone mixture through an <strong>in</strong>jector and pumped <strong>in</strong>tothe reaction chamber. Here, vortex<strong>in</strong>g causes turbulenceand <strong>in</strong>timate mix<strong>in</strong>g <strong>of</strong> the water and airbubbles. Prote<strong>in</strong>s with a lower specific weight thanwater are the first to flow upwards through the <strong>in</strong>ternalriser. Solids become attached to gas bubblesalready loaded with prote<strong>in</strong>s and also flow upward.Pollutants are concentrated <strong>in</strong>to foam, which thenis skimmed, leav<strong>in</strong>g clean water to flow througha different outlet (Shuran Sea Water Equipment:Aquaflotor Technical Guide; van der Toorn, 1987).This system usually is <strong>in</strong>stalled as a complementto sand filters and is comb<strong>in</strong>ed with ozone asan alternative to other means <strong>of</strong> dis<strong>in</strong>fection orsterilisation.Figure 6.2. Steel tower sand filters (Photograph from I. Smit)Figure 6.3. Horizontal steel filtersFigure 6.5. Prote<strong>in</strong> skimmers with ozone <strong>in</strong>jection(Photograph from I. Smit)
- Page 3 and 4:
Aquatic Mammals 2005, 31(3), 279-28
- Page 7 and 8:
Aquatic Mammals 2005, 31(3), 283-28
- Page 9 and 10:
1. Introduction 285of Architecture,
- Page 11 and 12:
on the physiology, behavior, and he
- Page 13 and 14:
2. Whales, Dolphins, and Porpoises:
- Page 15 and 16:
2. Whales, Dolphins, and Porpoises:
- Page 17 and 18:
2. Whales, Dolphins, and Porpoises:
- Page 19 and 20:
2. Whales, Dolphins, and Porpoises:
- Page 21 and 22:
2. Whales, Dolphins, and Porpoises:
- Page 23 and 24:
2. Whales, Dolphins, and Porpoises:
- Page 25 and 26:
2. Whales, Dolphins, and Porpoises:
- Page 27 and 28:
2. Whales, Dolphins, and Porpoises:
- Page 29 and 30: 2. Whales, Dolphins, and Porpoises:
- Page 31 and 32: 2. Whales, Dolphins, and Porpoises:
- Page 33 and 34: 2. Whales, Dolphins, and Porpoises:
- Page 35 and 36: Aquatic Mammals 2005, 31(3), 311-31
- Page 37 and 38: 3. Survey of International Cetacean
- Page 39 and 40: 3. Survey of International Cetacean
- Page 41 and 42: 3. Survey of International Cetacean
- Page 43 and 44: 3. Survey of International Cetacean
- Page 45 and 46: 4. Types and Functions of Pools and
- Page 47 and 48: 4. Types and Functions of Pools and
- Page 49 and 50: welfare: Marine mammals (9 CFR Part
- Page 51 and 52: 5. Architectural Design of Pools an
- Page 53 and 54: 5. Architectural Design of Pools an
- Page 55 and 56: 5. Architectural Design of Pools an
- Page 57 and 58: 5. Architectural Design of Pools an
- Page 59 and 60: 5. Architectural Design of Pools an
- Page 61 and 62: 5. Architectural Design of Pools an
- Page 63 and 64: 5. Architectural Design of Pools an
- Page 65 and 66: 5. Architectural Design of Pools an
- Page 67 and 68: 5. Architectural Design of Pools an
- Page 69 and 70: 5. Architectural Design of Pools an
- Page 71 and 72: 5. Architectural Design of Pools an
- Page 73 and 74: 5. Architectural Design of Pools an
- Page 75 and 76: Aquatic Mammals 2005, 31(3), 351-36
- Page 77 and 78: 6. Life Support Systems 353sometime
- Page 79: 6. Life Support Systems 355al., 199
- Page 83 and 84: 6. Life Support Systems 359antimicr
- Page 85 and 86: 6. Life Support Systems 361contact
- Page 87 and 88: 6. Life Support Systems 363Dierauf,
- Page 89 and 90: 7. Food and Fish House 365in its se
- Page 91 and 92: 7. Food and Fish House 367establish
- Page 93 and 94: 7. Food and Fish House 369Figure 7.
- Page 95 and 96: Aquatic Mammals 2005, 31(3), 371-38
- Page 97 and 98: 8. Husbandry 373Figure 8.3. Milk sa
- Page 99 and 100: 8. Husbandry 375reintroducing a new
- Page 101 and 102: 8. Husbandry 377Rescue and Rehabili
- Page 103 and 104: 8. Husbandry 379Appendix II include
- Page 105 and 106: 8. Husbandry 381& R. J. Harrison (E
- Page 107 and 108: Appendix 383Dolphinarium YaltaDolph
- Page 109: Appendix 385Aomori Prefectural Asam
- Page 113: Subscription Rates forAquatic Mamma