THE PLACING OF ANODES
Based on the above, on narrowboats, it is recommended that the anodes protecting the side shell should be placed in a line at about half the mean draught above the bottom plate with one in the middle of each swim and the others spaced at about 14LA
apart centre to centre. The marine
surveyor should, after the anodes have been fitted, measure and report the breadth from the outer face of the anode to port to the outer face of the anode to starboard. That distance should not exceed 2096 mm. (See Figure 3). He/she should also bear in mind that the density of the anode’s protection falls off with the square of the distance from its centre. The writer further recommends that anodes should be fitted at similar distances along the centreline of the bottom plate which should also be blacked.
It is good practice that every vessel should be provided with a docking plan showing, inter alia, the position and size of the anodes.
THE TIME AN ANODE WILL LAST
The amount of electric current required per unit of a metal hull’s wetted surface area from anodes protecting it is primarily a function of the water's flow rate and the quality of the metal's protective paint coating. It can be estimated for either a mild steel or aluminium alloy hull from the design estimates for fresh water given in Table 1.
For steel and aluminium alloy boat hulls (or underwater structures) the following formula can be used to calculate the time in hours that the total weight of a sacrificial anode will last before renewal becomes a necessity. A two-year renewal period should be considered reasonable.
HI where
AWS EC HI IR
WA
= = -
= =
wetted surface area of boat’s hull m2 energy content of the anode immersion time
required current density anode weight
AH/kg H
mA/m2 kg
The energy content for zinc anodes is 810 Amp-hours per kilogramme (AH/kg), for aluminium alloy anodes 2438 AH/kg and for magnesium anodes 2196 AH/kg.
Table 1 Estimate of the Current Generated by an Anode Item
Speed knots
Well coated
Poor or Old Coating
Uncoated
Stationary 0-0.45
16.1 21.5 32.8
Mild Steel Hull mA/m2
0.45-1.8 21.5 43.0 53-160 1.8-4.5 32.3 53.8 160 -320 ≥4.5 53.8 110 270 -1080
Stationary 0-0.45
5.4 10.8 21.5
Aluminium Alloy Hull mA/m2
0.45 -1.8 10.8 21.5 44 - 86 1.8 -4.5 21.5 32.3 54 -130 ≥4.5 32.3 53.8 108 -270 The views and opinions expressed in this article are those of the author solely and are not necessarily shared by the International Institute of Marine Surveying. = EC
x WA AWS
x 10³ x IR Hours (5)
How long could the anode shown in Figure 1 above be expected to last. Assume that it is a magnesium anode attached to a mild steel hull and that its weight is 2.50 kg and that the area it covers is 10 square metres. If the vessel is stationary in a marina and has a reasonably well-coated hull which remains so, the current generated would be of the order of 16.1 mA/m2
1. Then for a magnesium anode: HI
= EC x WA AWS x IR
x 10³ x 168
N.B. There are 168 hours in a week and 8765 hours in a year.
For example:
from Table weeks
= 2196 x 2.50 x 10³ = 203 weeks 10 x 16.1 x 168
i.e. about 3.9 years
That figure makes a number of assumptions that, most probably, would not be borne out in practice such as the coating remaining in good condition for that period – a most unlikely event. As the coating deteriorates, the current generated increases and the life of the remaining anode reduces. It is also usually recommended to renew the anodes when they about 80% dissolved. Allowing for coating deterioration and the 80% figure, experience will show that the anode would probably be satisfactory for a period of about two and a half years at most. It is good practice, therefore, to assume that anodes require renewal every two years.
The Report • June 2021 • Issue 96 | 109
Page 1 |
Page 2 |
Page 3 |
Page 4 |
Page 5 |
Page 6 |
Page 7 |
Page 8 |
Page 9 |
Page 10 |
Page 11 |
Page 12 |
Page 13 |
Page 14 |
Page 15 |
Page 16 |
Page 17 |
Page 18 |
Page 19 |
Page 20 |
Page 21 |
Page 22 |
Page 23 |
Page 24 |
Page 25 |
Page 26 |
Page 27 |
Page 28 |
Page 29 |
Page 30 |
Page 31 |
Page 32 |
Page 33 |
Page 34 |
Page 35 |
Page 36 |
Page 37 |
Page 38 |
Page 39 |
Page 40 |
Page 41 |
Page 42 |
Page 43 |
Page 44 |
Page 45 |
Page 46 |
Page 47 |
Page 48 |
Page 49 |
Page 50 |
Page 51 |
Page 52 |
Page 53 |
Page 54 |
Page 55 |
Page 56 |
Page 57 |
Page 58 |
Page 59 |
Page 60 |
Page 61 |
Page 62 |
Page 63 |
Page 64 |
Page 65 |
Page 66 |
Page 67 |
Page 68 |
Page 69 |
Page 70 |
Page 71 |
Page 72 |
Page 73 |
Page 74 |
Page 75 |
Page 76 |
Page 77 |
Page 78 |
Page 79 |
Page 80 |
Page 81 |
Page 82 |
Page 83 |
Page 84 |
Page 85 |
Page 86 |
Page 87 |
Page 88 |
Page 89 |
Page 90 |
Page 91 |
Page 92 |
Page 93 |
Page 94 |
Page 95 |
Page 96 |
Page 97 |
Page 98 |
Page 99 |
Page 100 |
Page 101 |
Page 102 |
Page 103 |
Page 104 |
Page 105 |
Page 106 |
Page 107 |
Page 108 |
Page 109 |
Page 110 |
Page 111 |
Page 112 |
Page 113 |
Page 114 |
Page 115 |
Page 116 |
Page 117 |
Page 118 |
Page 119 |
Page 120 |
Page 121 |
Page 122 |
Page 123 |
Page 124 |
Page 125 |
Page 126 |
Page 127 |
Page 128 |
Page 129 |
Page 130 |
Page 131 |
Page 132 |
Page 133 |
Page 134 |
Page 135 |
Page 136