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T&T: Much ado about anchoring, Part 1

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Date: Thu Jun 28 2007 - 17:36:00 EDT

  • Next message: Pascal Gademer: "Re: T&T: Much ado about anchoring, Part 1"

    ANCHORS AND RODES

    Lawrence Zeitlin
    City University of New York

    Part 1

    Which is better, the Spade or the Bullwagga, the Danforth or the CQR, the
    Bruce, the Rocna, or a rock tied to the end of a rope? There are about as many
    philosophies of anchoring as there are boaters. At risk of sounding even more
    professorial than I usually do, here is a short tutorial on anchoring rodes
    which I liberally cribbed from the class notes for a course I gave to budding
    naval architects a long time ago. These guys were planning on making a career
    designing supertankers and few had any idea that boats smaller than the Staten
    Island ferry had to be anchored too. Soon after the course was given, the tanker
    market collapsed and I suspect that many of the students either ended behind
    the counter at MacDonalds or started internet dot coms. Most of those are now
    at MacDonalds too. The moral is "don't take anything too seriously", even the
    advice I give below.

    Not too many of us recognize that the nature of the anchor rode is as
    important to anchoring success as the shape and weight of the anchor. Many of the
    differences in anchor performance published in the boating press can be
    attributed to the different rodes used. Just about any appropriately sized modern
    anchor can, under the right conditions, provide the horizontal force necessary to
    resist dragging under all but the most extreme storm conditions. It depends
    primarily on the fluke area and the nature of the bottom. There are differences
    between anchors in setting ability and resistance to forces not in line with
    the original direction of set. Advantages in one type of bottom may be
    disadvantages in another. In comparative anchor tests in a number of boating publi
    cations, no single anchor or type emerges as a consistent winner. Boating is a
    mature art and the era of modern anchor design started with the development of
    the CQR nearly 80 years ago. If a single type of anchor proved its superiority
    under all conditions, it would soon dominate the field. Tradition plays an
    important role in boating but when it comes to anchors most of us judge by
    performance in our typical cruising grounds.

    An anchor doesn't hold the boat by itself. It must be attached to the vessel
    by the rode, a rope, a chain, or a wire which transfers the forces of the
    elements to the anchor. The anchor resists those forces either by sheer mass or by
    burying itself in the sea bottom. The load on the rode is determined by the
    horizontal forces of wind and current pushing on the boat, the transient forces
    of wave action, the depth of the water, and the weight of the anchor rode
    itself. To find the required strength and scope of an anchor rode, we must
    calculate these forces individually, then sum them to get the total load.

    Let me qualify some of the things I've just said. Both chain and nylon rodes,
    or any combination of the two, are special cases of a hypothetical general
    anchoring system which consists of a weightless, unstretchable line connecting
    the anchor and the boat with a single concentrated weight hung somewhere along
    its length. The weight serves two purposes. It keeps the anchor shank angle
    more nearly horizontal, reducing the chance of the anchor pulling out or
    dragging; and, it gives a degree of elasticity to the rode, requiring the weight to
    be lifted before becoming taut and jerking on the anchor. The best position for
    the weight depends on what you want to do. To keep the anchor shank as flat
    as possible, the weight should be attached to the lower end of the rode near
    the anchor. For best rode elasticity, the weight should be positioned at one
    water depth from the upper end of the rode.

    The idea that an anchor chain forms a perfect catenary is another one of
    those maritime legends. Typically, in still water with no wind, the chain hangs
    down from the bow until is rests on the bottom, then proceeds horizontally to
    the anchor. As the wind picks up, enough chain is lifted off the bottom to
    balance the wind pressure. This forms a short catenary from the bow to the bottom.
    It is only when the wind is quite strong that the chain is entirely lifted off
    the bottom forming a catenary from the bow to the anchor. Any increase in
    wind strength flattens the shape of the catenary and provides a small amount of
    snubbing action, much less than would be provided by an appropriately sized
    nylon line. If the wind increases further, the chain becomes bar tight and there
    is no snubbing. The main advantage of chain, considered only from the
    perspective of anchor dragging, is that the weight tends to keep the anchor shank
    parallel to the ground until the entire chain is lifted off the bottom. Further,
    as long as a portion of the chain lies on the bottom, the friction of the chain
    links lying on the bottom act as a surrogate anchor. No force is exerted on
    the anchor until the entire chain lifts off the bottom.

    The same effect could be accomplished with a lighter chain or a nylon rode by
    using a kellet or weight close to the anchor. Maximum elasticity is achieved
    when the rode hangs straight down from the bow to a weight resting on the
    bottom, then goes horizontally to the anchor. But such an arrangement really hurts
    the bow's ability to lift over the waves. A compromise between the two
    requirements is to hang the weight halfway along the rode.

    In Part 2 we will look at the actual forces on the anchor and rode.

    Larry Z

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