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T&T: Much ado about anchors, Part 2

From: (no name) (no email)
Date: Thu Jun 28 2007 - 17:54:18 EDT

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    In Part 1 we looked at general considerations of anchopring. Now let us
    calculate the strain on the rode and the forces on the anchor. We will start with
    an all chain rode, then progress to elastic chain and nylon rodes. Don't be
    put off by the equations that follow. The math in the first part of the essay
    is used to justify the conclusions reached in the latter part. There is no
    penalty for skipping the calculations. Of course if you like this sort of stuff,
    you can work through the equations for your own boat. There will be no exam.

    First, we must determine the horizontal force on the boat attempting to pull
    the anchor loose.

    WIND DRAG in lbs = .00339 * Cd * V * V * A

    where: Cd = drag coefficient, a dimensionless number determined by wind
    tunnel tests. For most pleasure boats this number is approximately .80. V = wind
    speed in Knots. A = total frontal area in sq. feet. This includes hull, deck
    house, mast and rigging.

    Thus for an 80 sq. ft. area pleasure boat in a 60 kt. wind, the total wind
    drag = 781 lbs. This frontal area approximates that of most pleasure boats in
    the 30 to 40 foot range.

    Current drag is equal to the thrust necessary to move the boat ahead in still
    water at the same speed as the current. It can be found from propulsion data
    by this equation:

    CURRENT DRAG in lbs. = 325.5(P x RPM - 1216 x V) / (V x P x RPM)
                                      
    where: P = propeller pitch in inches, RPM = propeller revolutions per minute,
    V = velocity in knots, H = engine HP delivered at the desired speed. If you
    know this, great. If not, it can be estimated by Keith's formula which comes
    next.

    Thus a 40 ft. yacht, estimated to require 20 HP to go 5 kt. with a prop pitch
    of 8" at 1000 shaft RPM would have a drag of 312.5 lbs. in a 5 kt. current.

    Keith's formula for (roughly) estimating required HP is:

    HP = Displacement in lbs. x (V / 11.8 x LWL^.5)^3

    Wave action loads are difficult to estimate since they depend both on the
    length of the boat and the period of the waves. Basically wave action imposes
    severe loads when the boat is pitching in resonance with the waves. Fortunately
    in strong winds wave lengths quickly grow to the point where resonance is
    unlikely for modestly sized pleasure boats. In most cases, the boat can be
    reasonable well insulated from wave action if the weight of an anchor chain is
    supported by a buoy and a pennant led to the boat. Nylon rodes are easier on the boat
    because of their lightness and elasticity.

    The horizontal anchoring load is determined by the sum of wind drag and
    current drag, with occasional shock loads imposed by wave action. I usually
    increase my estimate of the horizontal load by 20% to provide a safety margin for the
    unpredictability of wave and other transient loads. We can calculate the
    horizontal anchor rode requirements using the following equations:

    RODE TENSION (in lbs.) FOR CHAIN

    T = Th + (w * d)

    where: T = maximum tension in line in lbs. Th = horizontal load in lbs.
    (i.e. the sum of wind and current and wave drags) w = underwater weight of rode
    in lbs/ft. d = depth of water in feet (including max. tides and wave heights)

    Next we must determine the vertical load. This is a major consideration for
    chain rodes where the weight of the chain impedes the ability of the bow to
    rise in waves.

    VERTICAL LOAD (in lbs.) FOR CHAIN

    Tv = sq. rt. of ((T * T) - (Th * Th))

    where: Tv = vertical load in lbs.

    LENGTH OF RODE (in ft.) FOR CHAIN

    Length = Tv/w

    Let's see what it takes to anchor our hypothetical 80 sq. ft. area boat in a
    60kt. wind.

    The underwater weight of steel chain is .87 of its weight in air. If we
    assume a horizontal load of 1000 lbs, 30 ft. of water and 5/16" chain (which weighs
    1.0 lbs./ft. underwater) we find that: Horizontal load = T = 1000 + (30 *
    1.0) = 1030 lbs. Vertical load = Tv = 247 lbs. Rode length = 247 ft. Scope =
    Length to depth ratio = 8.23

    Now if we increase the chain diameter to 1/2" (underwater weight is 2.57
    lbs./ft.), we get: Horizontal load = T = 1000 + (30 * 2.57) = 1077 lbs. Vertical
    load = Tv = 400 lbs. Rode length = 156 ft. Scope = Length/d = 5.2

    Increasing the chain diameter lets us cut the length of the rode by 91 ft.,
    about a third, however it almost doubles the vertical weight on the bow and
    would materially decrease its ability to lift over waves. A effect similar to
    using heavier chain can be achieved by fixing a weight roughly equivalent to the
    difference in weights of the heavier over the lighter chain near the midpoint
    of the rode. In both cases the chain is far stronger than necessary to handle
    the load, the scope reduction attributed to the larger chain comes simply from
    its increased weight. The anchor, of course, has to be capable of holding the
    horizontal load. Anchor makers generally give very optimistic figures for the
    holding power of their products. For example, if the Danforth catalog is to
    be believed, a 5H anchor, just about key chain sized, holds 2700 lbs in hard
    sand. A muddy bottom would require a 20H to 35H anchor. My own approach is to
    use the biggest anchor my wife can lift and the longest nylon rode that I can
    let out in a given anchorage.

    There are several basic problems when using a nylon rode. The first is to
    assure adequate elasticity. New, three strand standard laid nylon rope can
    stretch up to 50% before breaking. The stretch at lower tensions is almost directly
    proportional to the strain. An elastic nylon rode should be designed to
    stretch about 15% to 20% between maximum and no load conditions. If the rope is too
    thick, it will not stretch sufficiently and you have the equivalent of a chain
    rode without the catenary effect of chain. The best way of determining the
    optimum diameter for the nylon rope is to calculate the maximum expected tension
    on the line, double it, then consult a table of nylon rope strengths to
    determine the required diameter. This assumes, of course, that the rope is
    comparatively new, has no knots or abrasions, and has a well formed and thimbled eye
    splice at the anchor.

    If you don't have a table of nylon ropes available, the following equation
    works pretty well for determining rope diameter:

    Diameter = sq. rt. of ((3.1416 * Tension)/18000)

    The second main problem of nylon rodes is abrasion. Most nylon rodes fail
    because they rub against rough surfaces and chafe through. One solution is to use
    chafe protection at vulnerable points. The elasticity of nylon works against
    it in extreme conditions. The stretching and relaxation of dry nylon can cause
    enough internal friction to actually melt the fibers and weaken the rope.
    This doesn't happen if the rope is kept wet. The chafe protection must be porous
    enough to let water penetrate in storm conditions. An alternative plan is to
    use a dacron rode. Dacron is highly resistant to chafe. But while an all dacron
    rode will not wear through, it has very little elasticity. A composite rode
    was proposed by MIT researchers. A nylon rode of the appropriate strength and
    length was spliced to a dacron pennant which was attached to the cleats of the
    boat. The splice, consisting of interlocking eye splices at the junction, was
    under water. Tests to destruction showed that the rode never failed at the
    splice.

    Thus our hypothetical pleasure boat, anchored in a 60 kt. wind, with an
    anchor rode tension of 1030 lbs. would require a nylon anchor rode .424 inches in
    diameter. In this case I would use a 1/2" rope. In a 40 kt. wind, a 3/8" rope
    would be more than sufficient.

    Most modern lightweight anchors are designed to work with the pull on the
    shank being no more than 8 degrees above the horizontal. This includes Danforths,
    Fortresses, Ploughs, Deltas, and their variants. The sine of 8 degrees =
    .139. To achieve the required angle with an unweighted line, the line must be
    (DEPTH/.139) long or about 7.2 times the depth of the water. This is where the
    famous 7:1 scope requirement comes from. Any weight placed near the shank
    lowers this requirement. So a length of chain placed next to the shank of a
    lightweight anchor satisfies two requirements at once. It lessens the slope of the
    line and protects the vulnerable nylon from abrasion. Since the anchor rode is
    only as strong as its weakest link, the chain should have at least the proof
    strength of the breaking strength of the line. This condition is usually
    satisfied by chain one size smaller than the line size. Thus a 1/2" line with a
    breaking strength of 7100 lbs. should have no less than a 7/16 chain with a proof
    strength of 7200 lbs. A 3/8" line can use a 5/16" chain, etc.

    Calculations for the optimum length of chain on a combined nylon chain rode
    are complex. However William van Dorn in "Oceanography and Seamanship"; Dodd,
    Mead (1974), presents a graph based on calculations for anchoring
    oceanographic vessels in storm conditions. It suggests that the optimum chain/nylon
    combination for anchoring vessels < 50ft. in 30 ft. of water under storm conditions
    is a 20% chain, 80% nylon rode with an overall scope of 6:1. Assuming that
    the boat's bow chock is 6 feet above the water and that the waves are 4 feet (8
    feet peak to trough) this works out to a 240 foot total rode comprised of 48
    feet of chain and 192 feet of nylon. Clearly these are extreme conditions. In
    shallower water the rode could be reduced proportionately. However, the length
    of chain required approximates one boat length and a good working rule for a
    combined rode is a boat length of chain plus whatever nylon is required to give
    a 6:1 scope. In shallower water, the scope should be increased, within swing
    limitations, to 7:1 to permit the bow to lift more easily to the choppy waves
    near the shore.

    Although a 60 kt. wind is well into gale force levels, hurricane winds are
    much stronger. Even a minimum force hurricane will produce forces on the anchor
    and rode 50% greater than given in the above calculations. If you want to cope
    with 120 kt. winds, anchor and rode will have to be four times stronger and
    it is unlikely that a single anchor of a size usually carried aboard a trawler
    will be sufficient. Multiple anchors and rodes will be required in these
    conditions. And for God's sake get off the boat and spend the next couple of days
    ashore. Trust the Force and your insurance company.

    In summary, at a fixed anchoring depth, the longer the rode, the less chain
    required. The shortest rodes are achieved with all chain, the heavier the
    better, but the penalty is increased weight and handling difficulty, and the
    slightly increased possibility of catastrophic failure if the chain stretches taut.

    Don't drag!

    Larry Zeitlin

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